Affordable housing is a set of building models which is considered as type of low-income housing primarily by providing residential products that are within their reach and difficult living conditions. The models of affordable housing are often linked to rapid and constructive housing in the face of disasters
In these work Survey about different types of affordable housing was dond with the advantages and disadvantages of each type. The combtability of each type with sustainable in construction according to national and international standards was considered. The risk assessment related to this type of construction was evaluated. The Egyptian innovation in the affordable housing which is registered as patent in the egyptian patent office is studied. The new building has one floor with spherical external shape for energy conservation , it is consists of multilayers movable walls moving on the streams. . The metalic structure is installed in the soil surface by fixation elements, it is equipped with sensors which is controlled automatically to detect climate changes. the movement of successive layers can be controlled manual or automatic according to climate changes, The movement of insulated layers is done by sliding on dedicated channels, It is equipped with upper and lower ducts located on several axes positioned at the top and bottom of the ball so that the upper and lower positions are located on one axis. The unit has conical top contain the layers folded to the top and prevent the accumulation of dust and water. The layers can be stored inside the conical top. The Egyptian patent model is compared with the common global models of affordable housing to explain its advantages and disadvantages.
This document summarizes a study on using finite element analysis to model coir geotextile reinforced flexible pavements. ABAQUS software was used to analyze the stress-strain behavior of unreinforced and reinforced pavement sections under static wheel loads. Results showed that placing coir geotextiles at the interface between asphalt and base course layers significantly reduced lateral strains in the pavement layers. Reinforced sections also had reduced horizontal tensile strains. Fatigue life predictions found that coir geotextile reinforcement can extend the life of flexible pavements compared to unreinforced sections.
DYNAMIC STABILITY OF TRANSMISSION TOWER RESTING ON PILE FOUNDATIONIRJET Journal
1) The document discusses the dynamic analysis and design of floating offshore wind turbines, including modeling and simulation methods.
2) Key analyses included are dynamic analysis of a tension legged platform under wave loading and design of a 10MW triple spar platform with mooring systems.
3) Methods used are finite element modeling in Bentley software and equation of motion analysis. The document also evaluates practical considerations for offshore wind turbines.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Highly Deformable Energy-Dissipating Reinforced Concrete Elements in Seismic ...IJERA Editor
Incorporating scrap tyre rubber particles as partial replacement for aggregates has been found to produce concrete with improved ductility, deformability and damping which are desired characteristics of a viable material for enhancing structural response to earthquake vibrations. An analytical study using Drain-2dX was carried out to investigate the response of 4-storey, 3-bay reinforced concrete frames on innovative rubberised concrete deformable foundation models to simulated earthquake scaled to 5 different peak ground accelerations. Stress-strain properties of 3-layers aramid fibre-reinforced polymer (FRP)-confinement for concrete incorporating waste rubber from scrap vehicle tyres were used to model the elements of this foundation models. With a partial decoupling of the superstructure from the direct earthquake force, the models showed up to 70% reduction in base shear, an improved overall q-factor of 7.1, and an estimated frame acceleration of 0.11g for an earthquake peak ground acceleration of 0.44g. This implies that a non-seismically designed reinforced concrete frame on the proposed rubberised concrete deformable foundation system would provide a simple, affordable and equally efficient alternative to the conventional and usually expensive earthquake resistant concrete frames. A supplementary Arrest System (SAS) was proposed to anchor the frame from the resulting soft storey at the rubberised concrete foundation. A further research is recommended for the design of concrete hinges with rubberised concrete as used in the model with the most impressive response
IRJET- Analysis of Structural Deformation in Flexible Pavement using KENLAYER...IRJET Journal
The document analyzes the plastic deformation of unbound granular materials used in the base and sub-base layers of flexible pavements under variable cyclic loads and dry densities using the KENLAYER computer program. Field samples were taken from 5 different road categories and tested in the lab to determine properties like density, thickness and resilient modulus. The KENLAYER program was then used to model pavement responses like stresses, strains and deformation under different load repetitions and dry densities. The results aim to study how plastic deformation is affected by load repetitions and dry density to better understand rutting performance of the granular materials.
Design and Analysis of Wheel Rim Using Finite Element MethodIRJET Journal
1. The document presents a finite element analysis of six different wheel rim designs made of structural steel to determine the optimal design.
2. The analysis found that wheel design 6 had the best performance, with a weight of 27.192 kg, minimal deformation of 0.00703 mm, a safety factor over 15, and lowest equivalent stress of 6.13956 MPa.
3. A key finding was that wheel design 6 emerged as the superior choice based on being the lightest, most rigid, and safest design according to the finite element analysis.
Behaviour of Retaining Wall in Black CottonIRJET Journal
1) The document discusses the behavior of a 4m high cantilever retaining wall in black cotton soil through numerical modeling and analysis using PLAXIS software.
2) Four cases are analyzed: a baseline retaining wall design, a wall with the stem moved back 0.5m from the toe, a wall with 1m of fill in front of the toe, and a wall with 1m of fill and supported by end bearing piles.
3) The results show that moving the stem back and adding fill in front of the toe reduces shear forces and bending moments on the wall, but can increase vertical displacement into the soil. Supporting the wall with piles significantly reduces horizontal and vertical displacements of over
The Relative Research on Planning, Modelling, and Analysis of G+6 Residential...Sayan Ghar
This document discusses the planning, modeling, and analysis of G+6 residential buildings with and without a multi-level car parking facility. It analyzes two buildings, one with parking from the ground to second floor (Building I), and one with ground floor parking only (Building II). Load calculations are performed according to Indian standards. Both buildings are modeled and analyzed in STAAD Pro, where moments, shear forces, and deflections are calculated for critical beams and columns. Results show deflections are within code limits for both buildings. Building I maximizes space utilization but requires ramps and lifts for vehicle access between floors.
This document summarizes a study on using finite element analysis to model coir geotextile reinforced flexible pavements. ABAQUS software was used to analyze the stress-strain behavior of unreinforced and reinforced pavement sections under static wheel loads. Results showed that placing coir geotextiles at the interface between asphalt and base course layers significantly reduced lateral strains in the pavement layers. Reinforced sections also had reduced horizontal tensile strains. Fatigue life predictions found that coir geotextile reinforcement can extend the life of flexible pavements compared to unreinforced sections.
DYNAMIC STABILITY OF TRANSMISSION TOWER RESTING ON PILE FOUNDATIONIRJET Journal
1) The document discusses the dynamic analysis and design of floating offshore wind turbines, including modeling and simulation methods.
2) Key analyses included are dynamic analysis of a tension legged platform under wave loading and design of a 10MW triple spar platform with mooring systems.
3) Methods used are finite element modeling in Bentley software and equation of motion analysis. The document also evaluates practical considerations for offshore wind turbines.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Highly Deformable Energy-Dissipating Reinforced Concrete Elements in Seismic ...IJERA Editor
Incorporating scrap tyre rubber particles as partial replacement for aggregates has been found to produce concrete with improved ductility, deformability and damping which are desired characteristics of a viable material for enhancing structural response to earthquake vibrations. An analytical study using Drain-2dX was carried out to investigate the response of 4-storey, 3-bay reinforced concrete frames on innovative rubberised concrete deformable foundation models to simulated earthquake scaled to 5 different peak ground accelerations. Stress-strain properties of 3-layers aramid fibre-reinforced polymer (FRP)-confinement for concrete incorporating waste rubber from scrap vehicle tyres were used to model the elements of this foundation models. With a partial decoupling of the superstructure from the direct earthquake force, the models showed up to 70% reduction in base shear, an improved overall q-factor of 7.1, and an estimated frame acceleration of 0.11g for an earthquake peak ground acceleration of 0.44g. This implies that a non-seismically designed reinforced concrete frame on the proposed rubberised concrete deformable foundation system would provide a simple, affordable and equally efficient alternative to the conventional and usually expensive earthquake resistant concrete frames. A supplementary Arrest System (SAS) was proposed to anchor the frame from the resulting soft storey at the rubberised concrete foundation. A further research is recommended for the design of concrete hinges with rubberised concrete as used in the model with the most impressive response
IRJET- Analysis of Structural Deformation in Flexible Pavement using KENLAYER...IRJET Journal
The document analyzes the plastic deformation of unbound granular materials used in the base and sub-base layers of flexible pavements under variable cyclic loads and dry densities using the KENLAYER computer program. Field samples were taken from 5 different road categories and tested in the lab to determine properties like density, thickness and resilient modulus. The KENLAYER program was then used to model pavement responses like stresses, strains and deformation under different load repetitions and dry densities. The results aim to study how plastic deformation is affected by load repetitions and dry density to better understand rutting performance of the granular materials.
Design and Analysis of Wheel Rim Using Finite Element MethodIRJET Journal
1. The document presents a finite element analysis of six different wheel rim designs made of structural steel to determine the optimal design.
2. The analysis found that wheel design 6 had the best performance, with a weight of 27.192 kg, minimal deformation of 0.00703 mm, a safety factor over 15, and lowest equivalent stress of 6.13956 MPa.
3. A key finding was that wheel design 6 emerged as the superior choice based on being the lightest, most rigid, and safest design according to the finite element analysis.
Behaviour of Retaining Wall in Black CottonIRJET Journal
1) The document discusses the behavior of a 4m high cantilever retaining wall in black cotton soil through numerical modeling and analysis using PLAXIS software.
2) Four cases are analyzed: a baseline retaining wall design, a wall with the stem moved back 0.5m from the toe, a wall with 1m of fill in front of the toe, and a wall with 1m of fill and supported by end bearing piles.
3) The results show that moving the stem back and adding fill in front of the toe reduces shear forces and bending moments on the wall, but can increase vertical displacement into the soil. Supporting the wall with piles significantly reduces horizontal and vertical displacements of over
The Relative Research on Planning, Modelling, and Analysis of G+6 Residential...Sayan Ghar
This document discusses the planning, modeling, and analysis of G+6 residential buildings with and without a multi-level car parking facility. It analyzes two buildings, one with parking from the ground to second floor (Building I), and one with ground floor parking only (Building II). Load calculations are performed according to Indian standards. Both buildings are modeled and analyzed in STAAD Pro, where moments, shear forces, and deflections are calculated for critical beams and columns. Results show deflections are within code limits for both buildings. Building I maximizes space utilization but requires ramps and lifts for vehicle access between floors.
IRJET- Study on Design of Polymer based Flexible Pavements for Low Volume RoadsIRJET Journal
This document discusses a study on the design of flexible pavements for low-volume roads using polymer materials. Soil samples were collected from the project site to determine characteristics like consistency limits, sieve analysis and CBR values. Based on these results, the thickness of the flexible pavement was designed using the Group Index and CBR methods. The road alignment was also designed and surveyed. The total road length was 497 meters divided into three sections.
IRJET- A Study of Cement Treated Base and Sub Base in Flexible PavementIRJET Journal
This document summarizes a study on using cement treated base and sub-base layers in flexible pavements. It finds that traditional base materials require large quantities and have high costs. Cement treatment can increase strength while reducing needed material. The study examines reasons for flexible pavement failure, traditional and cement treated designs, and compares performance and costs of the two methods using a test section on a highway. It concludes cement treatment provides better strength and performance at a lower overall construction cost.
“COMPARATIVE STUDY ANALYSIS OF MULTI STOREYED RC FRAMED BUILDINGS WITH AAC BL...IRJET Journal
This document summarizes a study that analyzes the seismic performance of multi-story reinforced concrete framed buildings with autoclaved aerated concrete (AAC) block infill walls and bracing systems, both with and without shear walls. Finite element models of G+30, G+40, and G+50 buildings were created in ETABS software and subjected to response spectrum analysis. Key output parameters like base shear, maximum story displacement, and drift were compared between bare frame buildings and those with AAC infill, bracing systems, or shear walls. The results showed that buildings with lateral load resisting systems like shear walls or bracing systems had higher stiffness and performed better seismically than bare frames without such systems.
IRJET- Study of Square Concrete Column Behavior Confined with CFRP SheetsIRJET Journal
This study investigated the behavior of square concrete columns confined with carbon fiber-reinforced polymer (CFRP) sheets. 30 column specimens were tested including plain concrete, reinforced concrete, and CFRP-confined columns of different concrete grades (M20, M30, M40) and CFRP layer configurations (1-3 layers). Results showed that:
1) Load capacity increased up to two CFRP layers then decreased for three layers while ductility continuously increased up to three layers.
2) Toughness index increased with concrete grade and number of CFRP layers.
3) Stiffness increased for CFRP-confined columns compared to plain and reinforced concrete columns.
Strength and behavior of innovative composite columnsIAEME Publication
This document describes an experimental study that tested 18 reinforced concrete columns with various innovative composite reinforcements under concentric compression loads. The columns were made with concrete reinforced with welded steel mesh, expanded steel mesh, fiberglass mesh, or Tensar mesh. Testing results showed that columns with these composite reinforcements achieved higher strength, greater crack resistance, higher ductility, and improved energy absorption compared to a control reinforced concrete column. Finite element analysis also agreed with the experimental test results. The study demonstrated the effectiveness of using innovative composite materials to reinforce concrete columns.
An Investigation of the Interlayer Adhesion Strength in Deeper Layers of the ...AM Publications
A road pavement structure is typically composed of different layers arranged one on top of the other, all supported by a natural or improved subgrade. The main purpose of this configuration is to provide the most effective structure with adequate potential to spread traffic loading from the surface to the subgrade with minimum damage. In spite of material properties and construction techniques, researchers have shown that the overall pavement performance is significantly influenced by the interlayer adhesion condition throughout the pavement structure ([8], [11], [21], [22]). Lack of intimate contact between layers results in them acting as individuals rather than as a thick bonded unit. This therefore induces overloading of layers which leads to premature deterioration of the entire structure due to traffic induced distresses. This work, therefore investigated the interlayer adhesion characteristics between the granular base and the lightly cemented subbase of a typical South African pavement structure. The influence of bonding condition on the overall pavement performance was also studied. A series of interlayer direct shear tests was run on 300 x 300 mm samples made of two layers: a 100mm G2 Granular Base (GB) compacted on top of the 100mm Cement Treated Subbase (CTSB) composed of a G5 material stabilised with 1.8% of cement. Effects of the CTSB scarification, normal pressure and moisture conditions were analysed whereby the results of the interlayer strength tests were compared with those of intra-layer strength tests. The comparative analysis showed that scarifying the CTSB before laying the GB enhances intimate contact between two layers and stimulates the unison interaction which, according to structural modelling results, improves the overall pavement performance.
IRJET- Study on Partial Replacement of Plastic Waste Material with Coarse...IRJET Journal
This document summarizes a study on partially replacing coarse aggregates in concrete with plastic waste material aggregates. The study aims to determine the impact on the properties of concrete from replacing coarse aggregates with plastic waste material aggregates at replacement proportions ranging from 0% to 20%. Cubes of modified concrete were cast and tested after 7 and 28 days of curing. Properties like workability, compressive strength, flexural strength, and split tensile strength of the modified concrete were determined experimentally. A literature review presented research on using waste plastics and recycled tire rubber in concrete, which found that workable mixtures can be achieved if appropriate plastic/rubber percentages are used, though there are reductions in concrete strengths.
IRJET- Planning, Design & Analysis of a Commercial Building with Flat Sla...IRJET Journal
This document summarizes the planning, design, and analysis of a commercial building with flat slab structure considering earthquake forces using ETABS software. 25 models of multi-story reinforced concrete flat slab structures with varying aspect ratios and slenderness ratios were modeled and analyzed using response spectrum analysis. The objectives were to calculate design lateral forces, study structural response in seismic zone III, and determine limit aspect and slenderness ratios for structural safety and stability.
Work based project KNE520_John Ghaly visual audio presentationJohn Ghaly , MIEAust
This document summarizes a student's work-based project on pavement recycling and stabilization techniques. It provides an overview of different recycling methods such as cold-in-place recycling with cement and foamed bitumen stabilization. It also discusses the economic and environmental benefits of recycling over conventional pavement rehabilitation. The student conducted an online survey to analyze industry perspectives and concluded that efforts should be made to promote pavement material reuse and whole life cycle cost analysis.
IRJET- Ultimate Load Bearing Capacity and Settlement of Triangular Screw Pile...IRJET Journal
This document discusses the load bearing capacity and settlement of triangular screw piles based on design parameters. It presents the results of a finite element method (FEM) analysis that models different screw pile geometries to compare the effects of varying the helical pitch. The analysis found that a screw pile with a triangular thread and 80mm pitch had the maximum load bearing capacity and minimum settlement compared to models with 60mm and 45mm pitch. The maximum deformation was 0.03781m and stresses were highest at the pile tip, reaching 1.0865e6. Piles with a smaller pitch of 45mm had less sliding than those with a larger 10mm pitch, indicating that a smaller helical pitch improves load transfer and reduces settlement.
Double tees shows it's an excellent choice for parking decks and used in roof
applications where a long, clear span is required such as gyms and pools. Spans up to
22m can be achieved using Precast Double Tees. Double Tees are pre-fabricated
members on plants, which provides excellent quality control and speeds up the
construction process. Double tee slabs can be used for most applications requiring a
long span floor or roof system (10 m to +30 m) and/or additional load carrying
capability. More than that, Double tee slabs prove it has a good resistant to moisture
and corrosion. Parking garages, commercial buildings , office buildings, pool roofs
,gymnasiums, food processing plants, industrial buildings, paper mills, and water and
sewage treatment plants are all ideal applications. One or both ends of the slabs can
be cantilevered at for up to four times the slab depth. Double tee slabs are prestressed.
Which will increase the ability to carry heavy loads with allows for longer spans,
shallow depth. Further its permits better space planning and a lower floor/floor height.
Lengthening the span may be economical (fewer s labs to make and install). Maximum
span/depth ratios of forty almost be recommended for floors. Double-tees regularly be
used for many types of buildings structures. They are easily shipped and erected, very
economical, readily available, and contribute to early building occupancy.
Within three phase of study, started by prediction a powerful tool to simulate the
full behavior of prestressed concrete double tee beams with web openings under
flexure, and continue on its second phase by considering the effect of increasing
concrete compressive strength on the obtaining long span length, to this research study
(3rd phase) where the an optimization process carried out to check the effect of varying
the prestressing tendon value and its effective applied force. The effect of increasing
the prestressing force was clearly shown at plastic regain its start effect the
performance. Improving behaviour with higher moment capacity is the general view of
all tested samples reached 50%-78% comparing to the control beam without web
opening. While for varying the value of prestressing tendons, the beams with web
The document summarizes hybrid solar vehicles (HSV), which integrate photovoltaic panels into hybrid electric vehicles. HSV could combine the advantages of HEVs and solar power by using solar energy captured by panels during driving and parking. However, optimizing the integration requires redesigning the vehicle-powertrain system and developing new energy management strategies tailored to HSVs to maximize solar energy usage. The potential benefits of HSVs include reducing fossil fuel dependence and emissions while increasing electric vehicle range and grid support through vehicle-to-grid technologies.
NUMERICAL INVESTIGATION ON THE PUNCHING BEHAVIOR OF RC FLAT SLABS STRENGTHENI...IAEME Publication
In this paper, the effectiveness of textile-reinforced mortar (TRM) and fiberreinforced
polymer (FRP), as a means of improving the punching behavior of
reinforced concrete flat slabs were numerically investigated. Finite element (FE)
model using ABAQUS computer program was developed to analyze eight half-scaled
slabs, in terms of load-carrying capacity, ductility, stiffness, and crack patterns. These
eight specimens were divided into two groups (G1 and G2) with four specimens for
each of them. Specimens of G1 was similar to that of G2 in all details but differ in the
eccentricity of the applied load. Specimens of G1 were tested with concentric load,
while these of G2 were tested with 150 mm eccentricity. For each group, one specimen
was built as control (unstrengthened), one was strengthened by FRP-sheet, and the
other two was strengthened by TRM-jacket with two different mesh opening (10 and
20 mm). The results obtained from FE analysis showed that the efficiency of TRM in
increasing the punching shear capacity of strengthened slabs was less than that of
FRP. In addition, the slabs strengthened by TRM showed stiffer behavior than that
strengthened by FRP, but lesser ductile. TRM effectiveness was sensitive to the mesh
size of the textile. When the mesh size decreased, stiffness was increased and ductility
was decreased.
structures technology for future aerospace systemszengfm2000
This document provides an overview of structures technology for future aerospace systems. It discusses six key component technologies: 1) smart materials and structures that can sense and respond to stimuli, 2) multifunctional materials and structures that integrate functions like sensors and antennas, 3) affordable composite structures using improved manufacturing, 4) extreme environment structures, 5) flexible load-bearing structures, and 6) computational simulation methods. The technologies aim to improve performance, reduce costs, and enable new vehicle concepts. Challenges include qualifying smart materials for operational environments and developing maintenance procedures.
A Computer Model for Selecting Equipment for Earthmoving Operations Using Sim...Hassan Eliwa
This document presents a computer model called PROEQUIP for selecting equipment for earthmoving operations using simulation. PROEQUIP allows users to input project data and choose from databases of equipment options. It then runs simulations to determine the fleet configuration that provides the maximum production and minimum cost. The document describes the model components, assumptions, and provides examples of case studies where PROEQUIP is used to analyze two earthmoving projects and select the optimal equipment for each. It concludes that PROEQUIP is an effective tool for decision makers to evaluate equipment options for earthmoving planning and management.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
This document presents a mathematical approach to simulate soil behavior under shallow compaction. The approach aims to estimate property improvements of soil under compaction and develop equations to design compaction procedures. It involves correlating soil properties to dry unit weight, calculating contact stresses from compaction equipment, and estimating property changes after each compactor pass by updating soil properties. Case studies showed good matches between the proposed approach and field measurements. Equations were developed to calculate minimum equipment characteristics, lift thickness, and passes needed to achieve desired soil properties.
IRJET- Study on Design of Polymer based Flexible Pavements for Low Volume RoadsIRJET Journal
This document discusses a study on the design of flexible pavements for low-volume roads using polymer materials. Soil samples were collected from the project site to determine characteristics like consistency limits, sieve analysis and CBR values. Based on these results, the thickness of the flexible pavement was designed using the Group Index and CBR methods. The road alignment was also designed and surveyed. The total road length was 497 meters divided into three sections.
IRJET- A Study of Cement Treated Base and Sub Base in Flexible PavementIRJET Journal
This document summarizes a study on using cement treated base and sub-base layers in flexible pavements. It finds that traditional base materials require large quantities and have high costs. Cement treatment can increase strength while reducing needed material. The study examines reasons for flexible pavement failure, traditional and cement treated designs, and compares performance and costs of the two methods using a test section on a highway. It concludes cement treatment provides better strength and performance at a lower overall construction cost.
“COMPARATIVE STUDY ANALYSIS OF MULTI STOREYED RC FRAMED BUILDINGS WITH AAC BL...IRJET Journal
This document summarizes a study that analyzes the seismic performance of multi-story reinforced concrete framed buildings with autoclaved aerated concrete (AAC) block infill walls and bracing systems, both with and without shear walls. Finite element models of G+30, G+40, and G+50 buildings were created in ETABS software and subjected to response spectrum analysis. Key output parameters like base shear, maximum story displacement, and drift were compared between bare frame buildings and those with AAC infill, bracing systems, or shear walls. The results showed that buildings with lateral load resisting systems like shear walls or bracing systems had higher stiffness and performed better seismically than bare frames without such systems.
IRJET- Study of Square Concrete Column Behavior Confined with CFRP SheetsIRJET Journal
This study investigated the behavior of square concrete columns confined with carbon fiber-reinforced polymer (CFRP) sheets. 30 column specimens were tested including plain concrete, reinforced concrete, and CFRP-confined columns of different concrete grades (M20, M30, M40) and CFRP layer configurations (1-3 layers). Results showed that:
1) Load capacity increased up to two CFRP layers then decreased for three layers while ductility continuously increased up to three layers.
2) Toughness index increased with concrete grade and number of CFRP layers.
3) Stiffness increased for CFRP-confined columns compared to plain and reinforced concrete columns.
Strength and behavior of innovative composite columnsIAEME Publication
This document describes an experimental study that tested 18 reinforced concrete columns with various innovative composite reinforcements under concentric compression loads. The columns were made with concrete reinforced with welded steel mesh, expanded steel mesh, fiberglass mesh, or Tensar mesh. Testing results showed that columns with these composite reinforcements achieved higher strength, greater crack resistance, higher ductility, and improved energy absorption compared to a control reinforced concrete column. Finite element analysis also agreed with the experimental test results. The study demonstrated the effectiveness of using innovative composite materials to reinforce concrete columns.
An Investigation of the Interlayer Adhesion Strength in Deeper Layers of the ...AM Publications
A road pavement structure is typically composed of different layers arranged one on top of the other, all supported by a natural or improved subgrade. The main purpose of this configuration is to provide the most effective structure with adequate potential to spread traffic loading from the surface to the subgrade with minimum damage. In spite of material properties and construction techniques, researchers have shown that the overall pavement performance is significantly influenced by the interlayer adhesion condition throughout the pavement structure ([8], [11], [21], [22]). Lack of intimate contact between layers results in them acting as individuals rather than as a thick bonded unit. This therefore induces overloading of layers which leads to premature deterioration of the entire structure due to traffic induced distresses. This work, therefore investigated the interlayer adhesion characteristics between the granular base and the lightly cemented subbase of a typical South African pavement structure. The influence of bonding condition on the overall pavement performance was also studied. A series of interlayer direct shear tests was run on 300 x 300 mm samples made of two layers: a 100mm G2 Granular Base (GB) compacted on top of the 100mm Cement Treated Subbase (CTSB) composed of a G5 material stabilised with 1.8% of cement. Effects of the CTSB scarification, normal pressure and moisture conditions were analysed whereby the results of the interlayer strength tests were compared with those of intra-layer strength tests. The comparative analysis showed that scarifying the CTSB before laying the GB enhances intimate contact between two layers and stimulates the unison interaction which, according to structural modelling results, improves the overall pavement performance.
IRJET- Study on Partial Replacement of Plastic Waste Material with Coarse...IRJET Journal
This document summarizes a study on partially replacing coarse aggregates in concrete with plastic waste material aggregates. The study aims to determine the impact on the properties of concrete from replacing coarse aggregates with plastic waste material aggregates at replacement proportions ranging from 0% to 20%. Cubes of modified concrete were cast and tested after 7 and 28 days of curing. Properties like workability, compressive strength, flexural strength, and split tensile strength of the modified concrete were determined experimentally. A literature review presented research on using waste plastics and recycled tire rubber in concrete, which found that workable mixtures can be achieved if appropriate plastic/rubber percentages are used, though there are reductions in concrete strengths.
IRJET- Planning, Design & Analysis of a Commercial Building with Flat Sla...IRJET Journal
This document summarizes the planning, design, and analysis of a commercial building with flat slab structure considering earthquake forces using ETABS software. 25 models of multi-story reinforced concrete flat slab structures with varying aspect ratios and slenderness ratios were modeled and analyzed using response spectrum analysis. The objectives were to calculate design lateral forces, study structural response in seismic zone III, and determine limit aspect and slenderness ratios for structural safety and stability.
Work based project KNE520_John Ghaly visual audio presentationJohn Ghaly , MIEAust
This document summarizes a student's work-based project on pavement recycling and stabilization techniques. It provides an overview of different recycling methods such as cold-in-place recycling with cement and foamed bitumen stabilization. It also discusses the economic and environmental benefits of recycling over conventional pavement rehabilitation. The student conducted an online survey to analyze industry perspectives and concluded that efforts should be made to promote pavement material reuse and whole life cycle cost analysis.
IRJET- Ultimate Load Bearing Capacity and Settlement of Triangular Screw Pile...IRJET Journal
This document discusses the load bearing capacity and settlement of triangular screw piles based on design parameters. It presents the results of a finite element method (FEM) analysis that models different screw pile geometries to compare the effects of varying the helical pitch. The analysis found that a screw pile with a triangular thread and 80mm pitch had the maximum load bearing capacity and minimum settlement compared to models with 60mm and 45mm pitch. The maximum deformation was 0.03781m and stresses were highest at the pile tip, reaching 1.0865e6. Piles with a smaller pitch of 45mm had less sliding than those with a larger 10mm pitch, indicating that a smaller helical pitch improves load transfer and reduces settlement.
Double tees shows it's an excellent choice for parking decks and used in roof
applications where a long, clear span is required such as gyms and pools. Spans up to
22m can be achieved using Precast Double Tees. Double Tees are pre-fabricated
members on plants, which provides excellent quality control and speeds up the
construction process. Double tee slabs can be used for most applications requiring a
long span floor or roof system (10 m to +30 m) and/or additional load carrying
capability. More than that, Double tee slabs prove it has a good resistant to moisture
and corrosion. Parking garages, commercial buildings , office buildings, pool roofs
,gymnasiums, food processing plants, industrial buildings, paper mills, and water and
sewage treatment plants are all ideal applications. One or both ends of the slabs can
be cantilevered at for up to four times the slab depth. Double tee slabs are prestressed.
Which will increase the ability to carry heavy loads with allows for longer spans,
shallow depth. Further its permits better space planning and a lower floor/floor height.
Lengthening the span may be economical (fewer s labs to make and install). Maximum
span/depth ratios of forty almost be recommended for floors. Double-tees regularly be
used for many types of buildings structures. They are easily shipped and erected, very
economical, readily available, and contribute to early building occupancy.
Within three phase of study, started by prediction a powerful tool to simulate the
full behavior of prestressed concrete double tee beams with web openings under
flexure, and continue on its second phase by considering the effect of increasing
concrete compressive strength on the obtaining long span length, to this research study
(3rd phase) where the an optimization process carried out to check the effect of varying
the prestressing tendon value and its effective applied force. The effect of increasing
the prestressing force was clearly shown at plastic regain its start effect the
performance. Improving behaviour with higher moment capacity is the general view of
all tested samples reached 50%-78% comparing to the control beam without web
opening. While for varying the value of prestressing tendons, the beams with web
The document summarizes hybrid solar vehicles (HSV), which integrate photovoltaic panels into hybrid electric vehicles. HSV could combine the advantages of HEVs and solar power by using solar energy captured by panels during driving and parking. However, optimizing the integration requires redesigning the vehicle-powertrain system and developing new energy management strategies tailored to HSVs to maximize solar energy usage. The potential benefits of HSVs include reducing fossil fuel dependence and emissions while increasing electric vehicle range and grid support through vehicle-to-grid technologies.
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2. By
Author Name
Affiliation Line
amme.conferences.ekb.eg/
Comparison of Egyptian Innovation in
Affordable Housing with Global Models
• Hebatalrahman, 1*
Dr. Eng. Consultant in materials sciences & materials applications, EGYPT 1
• hebatalrahman11@yahoo.com,
• hebatalrahman11@yahoo.com
3. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Abstract
• Affordable housing is a set of building models which is considered as type of low-income housing primarily by
providing residential products that are within their reach and difficult living conditions. The models of affordable
housing are often linked to rapid and constructive housing in the face of disasters
• In these work Survey about different types of affordable housing was dond with the advantages and
disadvantages of each type. The combtability of each type with sustainable in construction according to national
and international standards was considered. The risk assessment related to this type of construction was
evaluated. The Egyptian innovation in the affordable housing which is registered as patent in the egyptian patent
office is studied. The new building has one floor with spherical external shape for energy conservation , it is
consists of multilayers movable walls moving on the streams. . The metalic structure is installed in the soil surface
by fixation elements, it is equipped with sensors which is controlled automatically to detect climate changes. the
movement of successive layers can be controlled manual or automatic according to climate changes, The
movement of insulated layers is done by sliding on dedicated channels, It is equipped with upper and lower ducts
located on several axes positioned at the top and bottom of the ball so that the upper and lower positions are
located on one axis. The unit has conical top contain the layers folded to the top and prevent the accumulation of
dust and water. The layers can be stored inside the conical top. The Egyptian patent model is compared with the
common global models of affordable housing to explain its advantages and disadvantages.
•
4. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Introduction
The main elements in green building and affordable housing
5. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Reduce Pollution
• No geo-polymers
• No steels
• No cement
• No woods
6. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Construction time is relatively long and not appropriate for emergency situations and disaster
situations
The insulation layers in the buildings are fixed and do not suit climate change and temperature
difference between different seasons of the year
Energy conservation increase in buildings have sharp edges. affordable housing with conventional
techniques is relatively expensive and take long time so green buildings in the future technique for
thermal comfort in low cost energy-efficient buildings.
All Green building codes and techniques which are environmentally compatible are very complicated
and expensive.
The conventional building consists of only one layer and fixed walls that lack the ability to cope with
climate changes
Prefabricated buildings are suitable only for very limited types of soil
Connections of electricity, water, sanitation and communications are part of the building and are
adjacent to the walls, which causes the building to be rapidly damaged and difficult to maintain
Insulation layers , doors, windows , coatings and protections are connected to the main building
body.
Technical problems with affordable housing constructions
7. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
The rate of energy conservation according in different
building shapes
8. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
1. The conical top
2.The upper cavity
3.The lower cavity
4.The transparent layer
5. Insulating layers
6. Install the unit
7. The upper base
8. Eight fixing bars
9. A layer of heat transfer insulation
10. A layer to achieve acoustic insulation
11. A layer of reinforced plastic with additives to achieve light weight and integration of building elements.
12. An additional layer when isolating lead or radiation for special applications
13. Side places where the layers are combined
14. Bottom base
15. Laying down the layers while folding
16. The window that penetrates the insulation layers
The new building main parts
9. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Building installation method
10. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
• The building can be moved from place to place by loosening the
fixing screws represented by the eight (8) fixing columns and
reinstalling them, The installation columns are distributed
regularly over the area of the building, three converging and
concentrated columns are located below the conical top, while
the other columns are distributed regularly on the outer
circumference and along the body of the building, it is in the
distances between the insulating layers (4), the columns are
fixed centrally between the upper base (7) And the bottom base
(14) by fastening nuts.
Building installation method
11. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
The Building construction
12. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
• The distance between the two bases is about (2/5)the total length of the fastening columns, which constitute
the exploited height of the building , the columns are extend up to penetrate the conical top (1) with a length of
about (1/5) the total length, it is penetrates the bottom base (14) and the socket Bottom (3) so that it is about
(2/5) the total length of the stabilization columns below the soil surface.
• The internal division of the building
• It is done through metal cutters that are fixed in the upper base (7) and the lower base (14) and the metal
cutters are provided with doors to facilitate access between different regions inside the building , it is also
control the rate of their division.
• External entry door
• The door is in the form of a metal plate followed by a panel of tent fabrics, it is fixed and wrapped on a cylinder,
the cylinder is fixed on its sides in the upper base , the door is opened and closed by rotating the cylinder and
wrapping the fabric on it , the bottom end of the door contains removable fastening rings that attach easily to
the bottom base, when it removed the door move automatically up.
• Windows
• The window penetrates the insulation layers, it is a cylindrical pipe that can be opened and closed from both
sides (16) The pipe can be pulled inside to return the insulation layers ti its original place. Each temporary
opening can be covered with a layer of the same type of insulation present in the layer.
13. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Building shape
The shape is in the form of a great ball, the ball
is not completely circular. The circular shape is
the best engineering shape can preserves
energy and prevents leakage, it is also contains
the lowest heat transfer rates. The building
shape is free from any right angles,it is achieve
ideal distribution of energy inside the building.
14. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Energy distribution in the layers
15. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Energy distribution in the layers
16. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
17. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Conical top
18. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Conical top
Conical top to prevent the accumulation of dust and water on the
roof surface, The upper cavity is regarded as a suspended ceiling
for lighting, air conditioning, and other facilities. the upper cavity
is used to store the layers of the walls for long periods by pushing
the layer (body) up [26]. The upper cavity follows the upper base
(7), which contains interlocking circular rings with variable
diameters, where the diagonal spacing depends on the required
distance between the layers of the movable and folding walls.
Each ring fixed to the upper base corresponds to a ring at the
bottom base (14)
19. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Insulation Layer
A.layer of heat transfer insulation
B.layer to achieve acoustic insulation of the
sintered felt on both sides
C.layer of protection from reinforced plastic
with additives to achieve light weight and
integration of building elements.
D.protection layer against radiation and Bullets
for special applications
E.The windows are penetrates the insulation
layers
F.The bottom base is the interior floor of the
building
20. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Extraelements
• The distance between the two bases is about (2/5)the total length of the fastening columns, which constitute
the exploited height of the building , the columns are extend up to penetrate the conical top (1) with a length of
about (1/5) the total length, it is penetrates the bottom base (14) and the socket Bottom (3) so that it is about
(2/5) the total length of the stabilization columns below the soil surface.
• The internal division of the building
• It is done through metal cutters that are fixed in the upper base (7) and the lower base (14) and the metal
cutters are provided with doors to facilitate access between different regions inside the building , it is also
control the rate of their division.
• External entry door
• The door is in the form of a metal plate followed by a panel of tent fabrics, it is fixed and wrapped on a cylinder,
the cylinder is fixed on its sides in the upper base , the door is opened and closed by rotating the cylinder and
wrapping the fabric on it , the bottom end of the door contains removable fastening rings that attach easily to
the bottom base, when it removed the door move automatically up.
• Windows
• The window penetrates the insulation layers, it is a cylindrical pipe that can be opened and closed from both
sides (16) The pipe can be pulled inside to return the insulation layers ti its original place. Each temporary
opening can be covered with a layer of the same type of insulation present in the layer.
21. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The wheel mobility number is a dimensionless variable used to predict the
combined effect of tire and soil parameters on tractive performance. As the
mobility number increases, the tractive performance improves.
The main purpose of this paper is to investigate the effect of tire and soil
parameters on vehicle mobility. For this purpose, the soil strength is obtained
experimentally using an electronic cone penetrometer.
Soil strength is the capacity of soils to support military vehicles
Subtitle goes here
Prototype
22. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Results & Discussions
23. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Distinctive elements of the design
The design is distinguished by the following topics:-
The positions of the slots are variable due to the relative movements of the successive
layers,( movement up and side movements).
Ease of disassembling and installation is done any number of times.
The quality and kind of the soil does not affect the movement process it is affected only by
the depth of the plug and the mechanics of fixation
The elements of protection against thermal and acoustic insulation vary according to the
movement of the sun during the day or during different periods of the year.
The semi spherical design is ensuring energy conservation by folding, changing, or storing of
different the layers.
The joints of electricity , water, drainers and internet cables are located in special layers
away from the body of the building .
24. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Distinctive elements of the design
The design is distinguished by the following topics:-
The joints are connected to the ceiling and the floor, that is increases its life span and
facilitates the dismantling, installation, and maintenance.
The Egyptian model is considered as the cheapest green building because It does not need
any cement, sand or grit for building operations.
The Egyptian model does not need any advanced techniques to implement it.
The building consists of several moving layers each layer suitable for specific climatic or
environmental conditions.
The building is equipped with sensors to detect external and internal light and heat change
to choose the appropriate layer.
The process of changing the insulating layers can be controlled manually or automatically.
The building is equipped with layers of protection against risks such as electrical hazards and
lightning strikes
Multipurpose design, easy to disassemble, install and move around.
25. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Applications of the Egyptian model in affordable housing:-
Rapid construction in case of relief, crisis and disaster.
Industrial and domestic uses such as setting up industrial parks.
Construction for energy efficient purposes.
The egyptian model is multipurpose design it is easy to disassemble
and install
The egyptian model is ease to move around from place to another
places.
The egyptian model is ease and speed of construction and
The egyptian model has the ability to add any number of additional
units because the units are easy to dismount, install and pre-equip
The egyptian model is provide protection against external hazards and
enviromental factors. Figure (10) shows the prototype of the Egyptian
patent and its main parts.
26. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
• Conclusions & Recommendations
27. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Conclusions
In view of the importance of acquiring suitable housing for all segments of society, especially groups that are limited income or non-
intervention or that are subjected to forced displacement,
it is necessary to develop structural and construction systems that meet the needs of Arab societies for relief construction in disaster
situations.
Affordable housing design must be developed to resist the expected climate changes that It will lead to many environmental and
natural disasters.
The Egyptian model that has been patented was invented and is characterized by the following: -
The Egyptian model is a one-story building that has a metal structure and is easy to dismantle and install and can be moved
from one place to another so it is a unique model for rapid construction work
The Egyptian model achieves cost savings in terms of construction and operation with the possibility of reuse and ease of
storage
Achieving sustainability in the Egyptian model by linking housing design and design elements that lead to sustainability
The multiplicity of walls in the Egyptian model, and its ease of folding or expansion according to the external climate are the
main factor achieve thermal comfort
The Egyptian model provide the energy depleted in its operation, which would achieve its sustainability.
The internal divisions of the Egyptian model are flexible and adapt to the needs of the user
The method is simple, inexpensive and environmentally compatible
The Egyptian model is in the form of a sphere in order to reduce the excess in internal energy loss.
The Egyptian model is asily change buildinge function without any cost or demolish by re-arranging layers.
28. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
Slide Title
Paragraph
The soil strength is often represented by
the cone index, CI, which is the average
force per unit area required to push a
cone shaped probe vertically into the
soil at a steady rate.
The variation of the cone index with
penetration depth for loose sand is
shown in Figure ( x.x)
Subtitle goes here
Figure (x.x) Variation of soil strength with penetration depth.
Recommendations
Making industrial scale prototype for Egyptian patent number (27668)-2016 in
order to measure the following parameters:-
Thermal comfort during day and night hours
Thermal and acoustic insulation rate
Different parameters change during different periods of the year
Calculation of economical feasibility study
Study the compatibilty of the new egyptian patent with the enviroment in the arab region
Mention the required developments to make the egyptian patent suitable for different
regions with different climate
Development of an Arabic code for unconventional building systems that support
affordable housing
29. The 19th International Conference on Applied Mechanics & Mechanical Engineering (MTC), AMME-19 July 7 - 9, 2020, Cairo, Egypt
THANK YOU
العالمين رب هلل الحمد