The document describes an experimental study on constructing bubble deck slabs by inserting coconut shells. It aims to determine the load bearing capacity of filler slabs using coconut shells and compare it to conventional slabs. The study also aims to estimate the amount of concrete saved by using coconut shell fillers and to compare the strengths of conventional and filler slabs. It outlines the objectives, scope, literature review on previous similar studies, materials used including coconut shells and concrete mix design, and the methodology to be followed for casting specimens and conducting experimental testing and analysis.
This document summarizes a project report on strengthening concrete blocks with the addition of rubber scrap and coconut shells. The report describes testing concrete blocks containing 5% rubber scrap replacing coarse aggregate. Fly ash was also added, varying from 0-20% replacing cement. The project aimed to reuse rubber waste and study the properties of rubberized concrete blocks. Testing found rubberized concrete more durable but weaker, with lower strength than ordinary concrete. Adding silica increased strength. Properties of concrete with 10-20% coarse aggregate replaced with coconut shells were also studied. Results showed lower strength but higher absorption in coconut shell concrete compared to normal concrete. The addition of fly ash and steel fibers improved mechanical properties. This study explored using waste materials like rubber and
The document summarizes a presentation on bubble deck technology. Bubble deck slabs are biaxial hollow core slabs that dramatically reduce structural weight by replacing inactive concrete in the middle with hollow plastic spheres. This allows for longer spans, faster construction, and elimination of beams. Experimental studies show bubble deck slabs have 80% of the shear strength and similar deflections compared to solid slabs, but are 40% lighter. References discussed bubble deck slabs being more efficient than traditional slabs for office floors while not as effective for bridges. The technology reduces material needs and CO2 emissions.
This document is a report submitted for a bachelor's degree in civil engineering. It discusses self-compacting concrete (SCC), including acknowledging help from supervisors and faculty. The document contains chapters that will cover SCC literature, materials used, mix design, experimental procedures, results, further work, disadvantages, photographs, and conclusions. Tables and figures are listed that will be included to illustrate test methods and results from studying SCC.
Partial replacement of fine aggregrate and cement in paver blocks using waste...vivatechijri
A parametric experimental study for producing paving blocks using fine and coarse waste glass is
presented. Some of the physical and mechanical properties of paving blocks having various levels of fine glass
(FG) and coarse glass (CG) replacements with fine aggregate (FA) are investigated. The test results show that the
replacement of FG by FA at level of 20% by weight has a significant effect on the compressive strength, flexural
strength, splitting tensile strength and abrasion resistance of the paving blocks as compared with the control
sample because of pozolanic nature of FG. The compressive strength, flexural strength, splitting tensile strength
and abrasion resistance of the paving block samples in the FG replacement level of 20% are 69%, 90%, 47%
and15 % higher as compared with the control sample respectively.
IRJET- Analysis on Performance of Reinforced Concrete and Prestressed Slabs u...IRJET Journal
This document summarizes research on bubble deck slabs, which are reinforced concrete slabs containing spherical voids to reduce weight. Several studies found that bubble deck slabs can reduce the self-weight of a structure by up to 50% by removing unnecessary concrete. This allows for longer spans between supports, smaller foundations, and faster construction times. Finite element analysis also showed that elliptical voids may improve load-bearing capacity compared to spherical voids. In summary, bubble deck slabs offer construction advantages like lower costs, less material use, and increased structural efficiency through their innovative use of voids to remove excess concrete from slabs.
IRJET- Analytical Study of High Volume Fly Ash Concrete Bubble Deck SlabIRJET Journal
This document analyzes bubble deck slabs made with high-volume fly ash concrete (HVFA) and plastic balls to reduce weight. Four slab models were analyzed: one without balls, one with 16 evenly distributed balls, one with alternating horizontal rows of 8 balls, and one with alternating diagonal rows of 8 balls. Finite element analysis was conducted in ANSYS Workbench. Results showed the load capacity was comparable to traditional slabs, with up to a 10.6% reduction for some ball arrangements. Stresses and deformations increased with ball inclusion but were still within acceptable ranges. The study demonstrated bubble deck slabs can achieve strength comparable to reinforced concrete slabs while reducing weight and cement usage.
Use of Over-Burnt Bricks as Coarse aggregate in ConcreteEditorIJAERD
In modern construction industry number of materials are used and one of the materials is Brick. Regular
bricks are generally used in buildings or in some other engineering applications. In manufacturing of these bricks, a lot
of waste is produced in the form of over- burnt-bricks. The bricks being near to the fire in the furnace receives a
temperature more heat and eventually shrink and loose its shape, its color becomes reddish. These bricks can’t be used
in construction, directly because of their distorted shape dark color. hose over-burnt brick could be a source of recycled
coarse aggregate. The primary goal of this paper is to assess the suitability of incorporating over-burnt bricks in
concrete, by the partial replacement of natural coarse aggregate (NCA) with overburnt brick aggregate (OBBA) in a
ratio of 20%, 50%, and 100%. Initially, mix proportion of 1:2:4 and w/c of 0.57 was selected. By replacing NCA with
OBBA while using mix proportion of 1:2:4 and w/c of 0.57, the resulting concrete was found non-mixable and nonworkable. Thus, mix was designed (for targeted strength of 4ksi) for all replacement percentages. Slump test was
conducted for each replacement and the results show that by increasing replacement percentage the workability of
concrete decreases. the slump values are in between the range of 3–1.5 inches. For compressive strength the cylindrical
specimens of 6" x 12" were tested at 3, 7, and 28 days. For 20% replacement, the loss in compressive strength is 42.16%
for 3 days and for 7 and 28 days the loss is 46.96% and 61.37% respectively. For 50 % replacement, the loss in strength
for 3, 7 and 28 days is 29.73%, 30.87% and 58.29% respectively. For 100% replacement, the loss in strength for 3, 7 and
28 days is 48.65%, 55.65% and 69.19%.
Use of Demolished and Construction Building Waste in Paver Block with Coir FibreAnil Shirgire
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
This document summarizes a project report on strengthening concrete blocks with the addition of rubber scrap and coconut shells. The report describes testing concrete blocks containing 5% rubber scrap replacing coarse aggregate. Fly ash was also added, varying from 0-20% replacing cement. The project aimed to reuse rubber waste and study the properties of rubberized concrete blocks. Testing found rubberized concrete more durable but weaker, with lower strength than ordinary concrete. Adding silica increased strength. Properties of concrete with 10-20% coarse aggregate replaced with coconut shells were also studied. Results showed lower strength but higher absorption in coconut shell concrete compared to normal concrete. The addition of fly ash and steel fibers improved mechanical properties. This study explored using waste materials like rubber and
The document summarizes a presentation on bubble deck technology. Bubble deck slabs are biaxial hollow core slabs that dramatically reduce structural weight by replacing inactive concrete in the middle with hollow plastic spheres. This allows for longer spans, faster construction, and elimination of beams. Experimental studies show bubble deck slabs have 80% of the shear strength and similar deflections compared to solid slabs, but are 40% lighter. References discussed bubble deck slabs being more efficient than traditional slabs for office floors while not as effective for bridges. The technology reduces material needs and CO2 emissions.
This document is a report submitted for a bachelor's degree in civil engineering. It discusses self-compacting concrete (SCC), including acknowledging help from supervisors and faculty. The document contains chapters that will cover SCC literature, materials used, mix design, experimental procedures, results, further work, disadvantages, photographs, and conclusions. Tables and figures are listed that will be included to illustrate test methods and results from studying SCC.
Partial replacement of fine aggregrate and cement in paver blocks using waste...vivatechijri
A parametric experimental study for producing paving blocks using fine and coarse waste glass is
presented. Some of the physical and mechanical properties of paving blocks having various levels of fine glass
(FG) and coarse glass (CG) replacements with fine aggregate (FA) are investigated. The test results show that the
replacement of FG by FA at level of 20% by weight has a significant effect on the compressive strength, flexural
strength, splitting tensile strength and abrasion resistance of the paving blocks as compared with the control
sample because of pozolanic nature of FG. The compressive strength, flexural strength, splitting tensile strength
and abrasion resistance of the paving block samples in the FG replacement level of 20% are 69%, 90%, 47%
and15 % higher as compared with the control sample respectively.
IRJET- Analysis on Performance of Reinforced Concrete and Prestressed Slabs u...IRJET Journal
This document summarizes research on bubble deck slabs, which are reinforced concrete slabs containing spherical voids to reduce weight. Several studies found that bubble deck slabs can reduce the self-weight of a structure by up to 50% by removing unnecessary concrete. This allows for longer spans between supports, smaller foundations, and faster construction times. Finite element analysis also showed that elliptical voids may improve load-bearing capacity compared to spherical voids. In summary, bubble deck slabs offer construction advantages like lower costs, less material use, and increased structural efficiency through their innovative use of voids to remove excess concrete from slabs.
IRJET- Analytical Study of High Volume Fly Ash Concrete Bubble Deck SlabIRJET Journal
This document analyzes bubble deck slabs made with high-volume fly ash concrete (HVFA) and plastic balls to reduce weight. Four slab models were analyzed: one without balls, one with 16 evenly distributed balls, one with alternating horizontal rows of 8 balls, and one with alternating diagonal rows of 8 balls. Finite element analysis was conducted in ANSYS Workbench. Results showed the load capacity was comparable to traditional slabs, with up to a 10.6% reduction for some ball arrangements. Stresses and deformations increased with ball inclusion but were still within acceptable ranges. The study demonstrated bubble deck slabs can achieve strength comparable to reinforced concrete slabs while reducing weight and cement usage.
Use of Over-Burnt Bricks as Coarse aggregate in ConcreteEditorIJAERD
In modern construction industry number of materials are used and one of the materials is Brick. Regular
bricks are generally used in buildings or in some other engineering applications. In manufacturing of these bricks, a lot
of waste is produced in the form of over- burnt-bricks. The bricks being near to the fire in the furnace receives a
temperature more heat and eventually shrink and loose its shape, its color becomes reddish. These bricks can’t be used
in construction, directly because of their distorted shape dark color. hose over-burnt brick could be a source of recycled
coarse aggregate. The primary goal of this paper is to assess the suitability of incorporating over-burnt bricks in
concrete, by the partial replacement of natural coarse aggregate (NCA) with overburnt brick aggregate (OBBA) in a
ratio of 20%, 50%, and 100%. Initially, mix proportion of 1:2:4 and w/c of 0.57 was selected. By replacing NCA with
OBBA while using mix proportion of 1:2:4 and w/c of 0.57, the resulting concrete was found non-mixable and nonworkable. Thus, mix was designed (for targeted strength of 4ksi) for all replacement percentages. Slump test was
conducted for each replacement and the results show that by increasing replacement percentage the workability of
concrete decreases. the slump values are in between the range of 3–1.5 inches. For compressive strength the cylindrical
specimens of 6" x 12" were tested at 3, 7, and 28 days. For 20% replacement, the loss in compressive strength is 42.16%
for 3 days and for 7 and 28 days the loss is 46.96% and 61.37% respectively. For 50 % replacement, the loss in strength
for 3, 7 and 28 days is 29.73%, 30.87% and 58.29% respectively. For 100% replacement, the loss in strength for 3, 7 and
28 days is 48.65%, 55.65% and 69.19%.
Use of Demolished and Construction Building Waste in Paver Block with Coir FibreAnil Shirgire
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
Use of Demolished and Construction Building
Waste in Paver Block with Coir Fibre
Study of Mechanical Properties in SCC by Blending Cement Partially With Fly A...IJSRD
The development of self-compacting concrete has been one of the most important materials in the modern building industry. The purpose of this concrete concept is to decrease the risk due to human factor. The use of SCC is spreading worldwide because of its very attractive properties. In the present investigation Blended SCC is the one in which some percentage of cement content used for the concrete is replaced by any of the mineral admixtures. Here, the present study to development of blended self-compacting concrete by replaced in the mineral admixtures using Fly ash 0-30% and metakaolin 0-30% as the weight of cement. Study the rheological properties and mechanical properties of developed blended SCC mixes in the laboratory condition and different curing ages. In recent years, many researchers have established that the use of supplementary cementatious materials (SCMs) like blast furnace slag, silica fume, metakaolin (MK), fly ash (FA) and rice husk ash (RHA) etc. can, not only improve the various properties of concrete both in its fresh and hardened states, but also can contribute to economy in construction costsruning.
Laboratory Investigation on the Mechanical Behavior of Concrete Containing St...IEI GSC
Presentation on Laboratory Investigation on the Mechanical Behavior of Concrete Containing Steel Industry Waste made by Damyanti Baghada under supervision of Dr C D Modhera, SVNIT at #33NCCE #IEIGSC
A Review Paper of Prepared Mix Design of M25 and M20 Grade of ConcreteIRJET Journal
This document summarizes several research papers on the use of recycled concrete aggregates and other supplementary cementitious materials in concrete mixes. Specifically, it discusses studies that investigated replacing natural aggregates with recycled concrete aggregates and fly ash, as well as adding metakaolin or glass fibers, to create concrete mixes with sufficient strength and workability. The objectives and findings of each study are briefly described. Overall, the document reviews recent work on developing more sustainable concrete mixes using recycled materials to reduce construction waste.
Self compacting concrete for slip form pavingeSAT Journals
This document summarizes research on developing self-compacting concrete (SCC) mixes suitable for slip form paving applications. It describes a study that designed 9 SCC mixes with different cement replacements (GGBS, alccofine, metakaolin) to evaluate their fresh and hardened properties. A mini-paver system was used to simulate slip form paving in the laboratory. Test results on the mixes' flowability, green strength, and compressive strength are discussed to evaluate their potential for slip form paving construction.
This document presents a project presentation on "Manufacturing of Paver Blocks using Construction and Demolition Wastes". The presentation discusses using construction and demolition waste to manufacture paver blocks in order to minimize waste and reduce environmental impacts. It provides an introduction to the topic, objectives of the project which include reuse of waste and increasing block strength. A literature review is presented summarizing several papers on using various wastes like glass powder, marble dust and steel aggregates in paver block production. The methodology explains the process of material collection, mix design, block casting and testing of blocks made with cement and C&D steel waste.
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.
IRJET- Experimental Investigation on Bubble Deck Slab Confining High Density ...IRJET Journal
The document presents the results of an experimental investigation comparing bubble deck slabs to conventional slabs. Bubble deck slabs contain voids created by confining high density polyethylene spheres. Three slab specimens were tested: a conventional slab and two bubble deck slabs with different sphere arrangements (zig-zag and uniform). Testing found that the bubble deck slabs had lower load capacities and higher deflections compared to the conventional slab. Of the two bubble deck arrangements, the zig-zag arrangement performed better with a higher load capacity and lower deflection. The study aims to evaluate bubble deck slabs as a means to reduce the self-weight of reinforced concrete structures.
IRJET- Experimental Investigation on Bubble Deck Slab Confining High Density ...IRJET Journal
This document summarizes an experimental investigation on bubble deck slabs containing high density polyethylene (HDPE) spheres. Three slab specimens were cast and tested: a conventional slab without spheres, and two bubble deck slabs with zig-zag and uniform arrangements of 60mm HDPE spheres. The bubble deck slabs were found to have significantly reduced self-weight compared to the conventional slab, with up to a 1/3 reduction in thickness. Load testing showed that the bubble deck slabs maintained sufficient load carrying capacity despite the weight reduction. The results indicate that bubble deck construction can provide weight and cost savings for buildings without compromising structural integrity.
Experimental Investigation on Durability Properties of Self Compacting Concre...IRJET Journal
The document discusses experimental investigation on the durability properties of self-compacting concrete by partially replacing fly ash and ground granulated blast furnace slag (GGBS). It provides background on self-compacting concrete and discusses guidelines and specifications for acceptance criteria. It then reviews several previous studies that investigated replacing natural aggregates or cement with recycled materials and assessed fresh and hardened concrete properties. The literature review found that replacement of up to 30% aggregates or cement resulted in only minor decreases in compressive strength while improving sustainability.
Optimization of Compressive Strength of Concrete Made with Partial Replacemen...ijtsrd
This research work is aimed at using Scheffe’s Third Degree Model for six component mixtures, Scheffe’s 6,3 to optimize the compressive strength of concrete made through partial replacement of 60 percent of cement with 30 percent of Cassava Peel Ash CPA and 30 percent of Rice Husk Ash RHA . Before now, Nwachukwu and others 2022i has carried out research on the subject matter based on the Scheffe’s second degree model. Due to the upper hand that the third degree has over the second degree in terms of improved compressive strength, this recent work has become very essential. Through the use of Scheffe’s Simplex optimization method, the compressive strengths of the present work based on the third degree model were obtained for 112 different mix proportions. Control experiments were also carried out, and the compressive strengths evaluated. The adequacy of the third degree model was confirmed through the use of the Student’s t test statistics. The highest compressive strength was obtained as 43.75 MPa which is slightly higher than the maximum value obtained by Nwachukwu and others 2022i based on the second degree model. Again, the maximum value is higher than the minimum value specified by the American Concrete Institute ACI , as 20 MPa and also the minimum value specified by ASTM C 39 or ASTM C 469, as 30.75 for good concrete. Thus, the compressive strength value can sustain construction of light weight structures such as construction of Walkways, Pavement slabs etc and some heavy weight structures such as Bridges, Airports etc at the best possible economic and safety advantages. K. C. Nwachukwu | O. Oguaghamba | H. O. Ozioko | B. O. Mama "Optimization of Compressive Strength of Concrete Made with Partial Replacement of Cement with Cassava Peel Ash (CPA) and Rice Husk Ash (RHA) using Scheffe’s (6,3) Model" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-2 , April 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd55162.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/55162/optimization-of-compressive-strength-of-concrete-made-with-partial-replacement-of-cement-with-cassava-peel-ash-cpa-and-rice-husk-ash-rha-using-scheffe’s-63-model/k-c-nwachukwu
IRJET- Experimental Investigation on Brick with Partially Replacement of ...IRJET Journal
The document experimentally investigates partially replacing cement with corn cob ash in brick production to reduce costs and environmental impacts. Various mixtures of cement, corn cob ash, and sand were tested at replacement rates of 50%, 60%, and 70%, and the compressive strengths were tested at 7, 14, and 28 days of curing. Results showed that replacement rates of 50-60% corn cob ash provided adequate compressive strength while lowering costs, making it a viable and more sustainable partial cement replacement.
IRJET- Experimental Investigation on Brick with Partially Replacement of Ceme...IRJET Journal
The document experimentally investigates partially replacing cement with corn cob ash in brick production to reduce costs and environmental impacts. Various mixtures of cement, corn cob ash, and sand were tested at replacement rates of 50%, 60%, and 70%, and the compressive strengths were tested at 7, 14, and 28 days of curing. Results showed that replacement rates of 50-60% corn cob ash provided adequate compressive strength while lowering costs compared to traditional cement bricks.
AN EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH BAGASSE ASH IN CO...IAEME Publication
Objectives: There is an increase in demand and utilization of cement and many scientists are in search for developing alternative binding materials that can be eco-friendly and helps towards waste management. The use of agricultural and industrial waste produced can help in reduction of waste is in focus. Methods: In this work one of the agro waste named sugarcane bagasse ash (SCBA) has been used as partial replacement of cement. SCBA is produced by burning of sugarcane bagasse which is left after extraction of juice from sugarcane. At high temperature under controlled condition bagasse is burned to obtain ash which contains high amorphous silica. In this paper the cement by weight is replaced by 0%, 5%, 10%, 15%, 20% and 25% by SCBA in concrete. Findings: A comparison is made for 0% and other percentages by conducting different tests named compressive strength test, flexural strength test and split tensile strength test for 7 days and 28 days. Improvements: The test results shows that Sugarcane Bagasse Ash can be utilized for partial replacement of cement up to 15% by weight of cement without any major loss in strength.
This seminar presentation discussed bubble deck slabs, which are hollow core slabs invented in Denmark that reduce structural dead weight by replacing ineffective concrete in the slab center with hollow spheres. The presentation covered the principle, materials, types, methodology, literature review analyzing load capacity and weight reduction, applications, advantages like reduced material usage and longer spans, and disadvantages like limited thickness and lower punching capacity. Finite element analysis using ANSYS showed bubble deck slabs experience similar deflection and cracks as solid slabs while removing up to 30% of the weight.
This is a presentation on the future technology called bubble deck technology. The weight of slab is reduced by large amount albeit it serves nearly same purpose for load and deflection.
A Study on Properties of Self Compacting Concrete with Slag as Coarse AggregateIRJET Journal
This document presents a study on the properties of self-compacting concrete using blast furnace slag as a coarse aggregate replacement. The study aims to determine the strength characteristics of slag for application in self-compacting concrete. Specimens with 0%, 10%, 20%, 40%, and 60% replacement of natural coarse aggregate with slag aggregate were produced and tested. Workability, compressive strength, and split tensile strength tests were conducted on the specimens. The results were then compared to code requirements to evaluate the performance of self-compacting concrete with slag aggregate replacement.
Non structural Light weight concrete using combined mix of expanded polystyre...IRJET Journal
This document discusses a study on producing lightweight concrete using a combination of expanded polystyrene beads and expanded clay aggregates. The study aims to develop an optimized mix design for M20 grade lightweight concrete. Various mixes were produced by replacing coarse aggregates with different percentages of expanded clay aggregates and polystyrene beads. The mixes were then tested to evaluate properties like compressive strength, thermal conductivity, and water absorption. The results showed that using fly ash and GGBS reduced water demand and shrinkage but also reduced compressive strength by 25-50%. In general, the lightweight concrete produced had a density less than 1800kg/m3 and compressive strengths up to 36.19MPa, making it a viable material for construction
Effective Use of Sawdust and Waste Glass Powder in Establishing a Sustainable...IRJET Journal
This document reviews the effective use of sawdust and waste glass powder in establishing a sustainable foamed concrete brick. Foamed concrete is lightweight and offers benefits like thermal insulation and material savings due to its porous structure. Sawdust from timber processing and waste glass powder can be used in foamed concrete to improve its mechanical and physical properties. The objectives of the study are to evaluate the characteristics and properties of foamed concrete bricks containing sawdust and glass powder and to produce a sustainable brick for construction. Several studies on foamed concrete properties and the effects of additives like fly ash are summarized.
An Experimental Investigation of Sustainable Bacterial Concrete: A ReviewIRJET Journal
This document summarizes research on sustainable bacterial concrete. It discusses using bacteria and ceramic waste to improve the mechanical properties and durability of concrete. The literature review covers research using various bacteria like Bacillus subtilis and Bacillus megaterium at concentrations around 105 cells/ml to induce calcite precipitation and heal cracks in concrete. It also discusses partial replacement of cement with ceramic waste up to 20% to enhance properties. The major findings are that bacterial concrete and ceramic waste concrete can both improve physical and mechanical properties of concrete.
This seminar presentation discusses bubble deck slabs. Bubble deck slabs are a type of reinforced concrete slab that uses hollow plastic spheres instead of solid concrete in the center portion. This reduces weight by 50% compared to solid slabs while maintaining 90% of the strength. Other advantages include reduced concrete usage by 10-25%, larger spans, and lower construction costs. The presentation reviews several research papers that studied the load capacity and behavior of bubble deck slabs through experiments and finite element analysis. Most concluded that bubble deck slabs have lower punching shear capacity but similar overall performance to solid slabs.
This document summarizes a technical seminar presentation on solar trees by Sanjay K R. It begins by introducing solar trees as a means of producing solar energy and electricity using a tree-like arrangement of multiple solar panels on a tall tower. It then reviews literature showing that solar trees generate 20% more energy than flat panels due to their greater surface area and ability to capture sunlight for longer hours. The components of a solar tree are described as solar panels, a long tower, batteries, and stems connecting the panels. Advantages include reduced land usage, efficient energy generation, and providing electricity access for poor communities, while disadvantages are the higher costs and potential hazards to wildlife. Applications include street lighting, household power supply, industrial use, and
This document summarizes a technical seminar presentation on solar trees by Sanjay K R. It begins by introducing solar trees as a means of producing solar energy and electricity using a tree-like arrangement of multiple solar panels on a tall tower. It then reviews literature showing that solar trees generate 20% more energy than flat panels due to their greater surface area and ability to capture sunlight for longer hours. The components of a solar tree are described as solar panels, a long tower, batteries, and stems connecting the panels. Advantages include reduced land usage and more efficient energy generation, while disadvantages are higher costs and potential hazards to wildlife. Applications include street lighting, household power supply, and industrial usage.
Study of Mechanical Properties in SCC by Blending Cement Partially With Fly A...IJSRD
The development of self-compacting concrete has been one of the most important materials in the modern building industry. The purpose of this concrete concept is to decrease the risk due to human factor. The use of SCC is spreading worldwide because of its very attractive properties. In the present investigation Blended SCC is the one in which some percentage of cement content used for the concrete is replaced by any of the mineral admixtures. Here, the present study to development of blended self-compacting concrete by replaced in the mineral admixtures using Fly ash 0-30% and metakaolin 0-30% as the weight of cement. Study the rheological properties and mechanical properties of developed blended SCC mixes in the laboratory condition and different curing ages. In recent years, many researchers have established that the use of supplementary cementatious materials (SCMs) like blast furnace slag, silica fume, metakaolin (MK), fly ash (FA) and rice husk ash (RHA) etc. can, not only improve the various properties of concrete both in its fresh and hardened states, but also can contribute to economy in construction costsruning.
Laboratory Investigation on the Mechanical Behavior of Concrete Containing St...IEI GSC
Presentation on Laboratory Investigation on the Mechanical Behavior of Concrete Containing Steel Industry Waste made by Damyanti Baghada under supervision of Dr C D Modhera, SVNIT at #33NCCE #IEIGSC
A Review Paper of Prepared Mix Design of M25 and M20 Grade of ConcreteIRJET Journal
This document summarizes several research papers on the use of recycled concrete aggregates and other supplementary cementitious materials in concrete mixes. Specifically, it discusses studies that investigated replacing natural aggregates with recycled concrete aggregates and fly ash, as well as adding metakaolin or glass fibers, to create concrete mixes with sufficient strength and workability. The objectives and findings of each study are briefly described. Overall, the document reviews recent work on developing more sustainable concrete mixes using recycled materials to reduce construction waste.
Self compacting concrete for slip form pavingeSAT Journals
This document summarizes research on developing self-compacting concrete (SCC) mixes suitable for slip form paving applications. It describes a study that designed 9 SCC mixes with different cement replacements (GGBS, alccofine, metakaolin) to evaluate their fresh and hardened properties. A mini-paver system was used to simulate slip form paving in the laboratory. Test results on the mixes' flowability, green strength, and compressive strength are discussed to evaluate their potential for slip form paving construction.
This document presents a project presentation on "Manufacturing of Paver Blocks using Construction and Demolition Wastes". The presentation discusses using construction and demolition waste to manufacture paver blocks in order to minimize waste and reduce environmental impacts. It provides an introduction to the topic, objectives of the project which include reuse of waste and increasing block strength. A literature review is presented summarizing several papers on using various wastes like glass powder, marble dust and steel aggregates in paver block production. The methodology explains the process of material collection, mix design, block casting and testing of blocks made with cement and C&D steel waste.
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.
IRJET- Experimental Investigation on Bubble Deck Slab Confining High Density ...IRJET Journal
The document presents the results of an experimental investigation comparing bubble deck slabs to conventional slabs. Bubble deck slabs contain voids created by confining high density polyethylene spheres. Three slab specimens were tested: a conventional slab and two bubble deck slabs with different sphere arrangements (zig-zag and uniform). Testing found that the bubble deck slabs had lower load capacities and higher deflections compared to the conventional slab. Of the two bubble deck arrangements, the zig-zag arrangement performed better with a higher load capacity and lower deflection. The study aims to evaluate bubble deck slabs as a means to reduce the self-weight of reinforced concrete structures.
IRJET- Experimental Investigation on Bubble Deck Slab Confining High Density ...IRJET Journal
This document summarizes an experimental investigation on bubble deck slabs containing high density polyethylene (HDPE) spheres. Three slab specimens were cast and tested: a conventional slab without spheres, and two bubble deck slabs with zig-zag and uniform arrangements of 60mm HDPE spheres. The bubble deck slabs were found to have significantly reduced self-weight compared to the conventional slab, with up to a 1/3 reduction in thickness. Load testing showed that the bubble deck slabs maintained sufficient load carrying capacity despite the weight reduction. The results indicate that bubble deck construction can provide weight and cost savings for buildings without compromising structural integrity.
Experimental Investigation on Durability Properties of Self Compacting Concre...IRJET Journal
The document discusses experimental investigation on the durability properties of self-compacting concrete by partially replacing fly ash and ground granulated blast furnace slag (GGBS). It provides background on self-compacting concrete and discusses guidelines and specifications for acceptance criteria. It then reviews several previous studies that investigated replacing natural aggregates or cement with recycled materials and assessed fresh and hardened concrete properties. The literature review found that replacement of up to 30% aggregates or cement resulted in only minor decreases in compressive strength while improving sustainability.
Optimization of Compressive Strength of Concrete Made with Partial Replacemen...ijtsrd
This research work is aimed at using Scheffe’s Third Degree Model for six component mixtures, Scheffe’s 6,3 to optimize the compressive strength of concrete made through partial replacement of 60 percent of cement with 30 percent of Cassava Peel Ash CPA and 30 percent of Rice Husk Ash RHA . Before now, Nwachukwu and others 2022i has carried out research on the subject matter based on the Scheffe’s second degree model. Due to the upper hand that the third degree has over the second degree in terms of improved compressive strength, this recent work has become very essential. Through the use of Scheffe’s Simplex optimization method, the compressive strengths of the present work based on the third degree model were obtained for 112 different mix proportions. Control experiments were also carried out, and the compressive strengths evaluated. The adequacy of the third degree model was confirmed through the use of the Student’s t test statistics. The highest compressive strength was obtained as 43.75 MPa which is slightly higher than the maximum value obtained by Nwachukwu and others 2022i based on the second degree model. Again, the maximum value is higher than the minimum value specified by the American Concrete Institute ACI , as 20 MPa and also the minimum value specified by ASTM C 39 or ASTM C 469, as 30.75 for good concrete. Thus, the compressive strength value can sustain construction of light weight structures such as construction of Walkways, Pavement slabs etc and some heavy weight structures such as Bridges, Airports etc at the best possible economic and safety advantages. K. C. Nwachukwu | O. Oguaghamba | H. O. Ozioko | B. O. Mama "Optimization of Compressive Strength of Concrete Made with Partial Replacement of Cement with Cassava Peel Ash (CPA) and Rice Husk Ash (RHA) using Scheffe’s (6,3) Model" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-2 , April 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd55162.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/55162/optimization-of-compressive-strength-of-concrete-made-with-partial-replacement-of-cement-with-cassava-peel-ash-cpa-and-rice-husk-ash-rha-using-scheffe’s-63-model/k-c-nwachukwu
IRJET- Experimental Investigation on Brick with Partially Replacement of ...IRJET Journal
The document experimentally investigates partially replacing cement with corn cob ash in brick production to reduce costs and environmental impacts. Various mixtures of cement, corn cob ash, and sand were tested at replacement rates of 50%, 60%, and 70%, and the compressive strengths were tested at 7, 14, and 28 days of curing. Results showed that replacement rates of 50-60% corn cob ash provided adequate compressive strength while lowering costs, making it a viable and more sustainable partial cement replacement.
IRJET- Experimental Investigation on Brick with Partially Replacement of Ceme...IRJET Journal
The document experimentally investigates partially replacing cement with corn cob ash in brick production to reduce costs and environmental impacts. Various mixtures of cement, corn cob ash, and sand were tested at replacement rates of 50%, 60%, and 70%, and the compressive strengths were tested at 7, 14, and 28 days of curing. Results showed that replacement rates of 50-60% corn cob ash provided adequate compressive strength while lowering costs compared to traditional cement bricks.
AN EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH BAGASSE ASH IN CO...IAEME Publication
Objectives: There is an increase in demand and utilization of cement and many scientists are in search for developing alternative binding materials that can be eco-friendly and helps towards waste management. The use of agricultural and industrial waste produced can help in reduction of waste is in focus. Methods: In this work one of the agro waste named sugarcane bagasse ash (SCBA) has been used as partial replacement of cement. SCBA is produced by burning of sugarcane bagasse which is left after extraction of juice from sugarcane. At high temperature under controlled condition bagasse is burned to obtain ash which contains high amorphous silica. In this paper the cement by weight is replaced by 0%, 5%, 10%, 15%, 20% and 25% by SCBA in concrete. Findings: A comparison is made for 0% and other percentages by conducting different tests named compressive strength test, flexural strength test and split tensile strength test for 7 days and 28 days. Improvements: The test results shows that Sugarcane Bagasse Ash can be utilized for partial replacement of cement up to 15% by weight of cement without any major loss in strength.
This seminar presentation discussed bubble deck slabs, which are hollow core slabs invented in Denmark that reduce structural dead weight by replacing ineffective concrete in the slab center with hollow spheres. The presentation covered the principle, materials, types, methodology, literature review analyzing load capacity and weight reduction, applications, advantages like reduced material usage and longer spans, and disadvantages like limited thickness and lower punching capacity. Finite element analysis using ANSYS showed bubble deck slabs experience similar deflection and cracks as solid slabs while removing up to 30% of the weight.
This is a presentation on the future technology called bubble deck technology. The weight of slab is reduced by large amount albeit it serves nearly same purpose for load and deflection.
A Study on Properties of Self Compacting Concrete with Slag as Coarse AggregateIRJET Journal
This document presents a study on the properties of self-compacting concrete using blast furnace slag as a coarse aggregate replacement. The study aims to determine the strength characteristics of slag for application in self-compacting concrete. Specimens with 0%, 10%, 20%, 40%, and 60% replacement of natural coarse aggregate with slag aggregate were produced and tested. Workability, compressive strength, and split tensile strength tests were conducted on the specimens. The results were then compared to code requirements to evaluate the performance of self-compacting concrete with slag aggregate replacement.
Non structural Light weight concrete using combined mix of expanded polystyre...IRJET Journal
This document discusses a study on producing lightweight concrete using a combination of expanded polystyrene beads and expanded clay aggregates. The study aims to develop an optimized mix design for M20 grade lightweight concrete. Various mixes were produced by replacing coarse aggregates with different percentages of expanded clay aggregates and polystyrene beads. The mixes were then tested to evaluate properties like compressive strength, thermal conductivity, and water absorption. The results showed that using fly ash and GGBS reduced water demand and shrinkage but also reduced compressive strength by 25-50%. In general, the lightweight concrete produced had a density less than 1800kg/m3 and compressive strengths up to 36.19MPa, making it a viable material for construction
Effective Use of Sawdust and Waste Glass Powder in Establishing a Sustainable...IRJET Journal
This document reviews the effective use of sawdust and waste glass powder in establishing a sustainable foamed concrete brick. Foamed concrete is lightweight and offers benefits like thermal insulation and material savings due to its porous structure. Sawdust from timber processing and waste glass powder can be used in foamed concrete to improve its mechanical and physical properties. The objectives of the study are to evaluate the characteristics and properties of foamed concrete bricks containing sawdust and glass powder and to produce a sustainable brick for construction. Several studies on foamed concrete properties and the effects of additives like fly ash are summarized.
An Experimental Investigation of Sustainable Bacterial Concrete: A ReviewIRJET Journal
This document summarizes research on sustainable bacterial concrete. It discusses using bacteria and ceramic waste to improve the mechanical properties and durability of concrete. The literature review covers research using various bacteria like Bacillus subtilis and Bacillus megaterium at concentrations around 105 cells/ml to induce calcite precipitation and heal cracks in concrete. It also discusses partial replacement of cement with ceramic waste up to 20% to enhance properties. The major findings are that bacterial concrete and ceramic waste concrete can both improve physical and mechanical properties of concrete.
This seminar presentation discusses bubble deck slabs. Bubble deck slabs are a type of reinforced concrete slab that uses hollow plastic spheres instead of solid concrete in the center portion. This reduces weight by 50% compared to solid slabs while maintaining 90% of the strength. Other advantages include reduced concrete usage by 10-25%, larger spans, and lower construction costs. The presentation reviews several research papers that studied the load capacity and behavior of bubble deck slabs through experiments and finite element analysis. Most concluded that bubble deck slabs have lower punching shear capacity but similar overall performance to solid slabs.
This document summarizes a technical seminar presentation on solar trees by Sanjay K R. It begins by introducing solar trees as a means of producing solar energy and electricity using a tree-like arrangement of multiple solar panels on a tall tower. It then reviews literature showing that solar trees generate 20% more energy than flat panels due to their greater surface area and ability to capture sunlight for longer hours. The components of a solar tree are described as solar panels, a long tower, batteries, and stems connecting the panels. Advantages include reduced land usage, efficient energy generation, and providing electricity access for poor communities, while disadvantages are the higher costs and potential hazards to wildlife. Applications include street lighting, household power supply, industrial use, and
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Storytelling For The Web: Integrate Storytelling in your Design Process
abcdefg-190407034833 (1).pdf
1. EXPERIMENTAL STUDY OF BUBBLE DECK SLAB
BY INSERTING COCONUT SHELL
PRESENTED BY:
AJAY RAJ S - MBC15CE002
ALAN JAMES – MBC15CE004
SACHINKUMAR PS – MBC15CE045
BASIL IPE – LMBC15CE054
GUIDED BY:
Prof. BOBEENA GEORGE & Prof: SURYA
RAVINDRAN
Assistant Professor
Dept. of Civil Engineering
MBCCET Peermade.
1
Department of Civil Engineering. MBCCET Peermade.
2. OVERVIEW
INTRODUCTION
OBJECTIVE
SCOPE
LITERATURE REVIEW
METHODOLOGY
TIME SCHEDULE
CONCLUTION
2
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
3. INTRODUCTION
Method of virtually eliminating all concrete from the middle of a slab
Which dramatically reduces structural deadweight
Inserts plastic spheres in between the meshes
What is a Bubble deck slab ?
Department of Civil Engineering MBCCET Peermade
3
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
Fig.1 Bubble Deck Slab [1]
4. PROBLEM IDENTIFICATION
Now a days cost of construction is increases day by day
Excessive usage of concrete leads to increase in CO2 production thereby causing
global warming
Therefore, reducing concrete in building construction is one of the solutions to the
mentioned problem
Hence to cater to the problem, an alternate building technology such as filler slabs
is adopted
Filler slabs are the type of slabs where filler materials are used in the tension
zone of slab as a partial replacement for concrete in that region
By using filler slabs we can reduce the dead weight of slab and reduces the amount
of material using
4
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
5. OBJECTIVE
To determine the load bearing capacity of filler slab using coconut shell and
compare with conventional slab
To estimate the amount of concrete saved as a result of coconut shell introduction
into the core of the slab
To study the structural behavior of filler slab
To compare the strength between conventional slab and filler slab
5
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
6. SCOPE
Treatment of coconut shell for better bonding and protection from the attack of termites
Deflection characteristics of coconut shell slab can be investigated
Thermal characteristics of coconut shell slab can be investigated
This project in future we can use coconut shells in the footing’s base-slab.
6
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
7. APPLICATIONS
Waiting sheds
Public toilets
Car parks
Security Guard Rooms
ATM Rooms
7
Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
8. LITERATURE REVIEW
8
TITLE AUTHOR SUMMARY YEAR
Study of flexural
behavior of filler
slab
Abhishek. P, Mohammed
Zakiulla
It was seen that conventional slab
withstood 13 kN more load than the filler
slab with coconut shells as filler material
This is due to the presence of filler
materials in the tension zone of filler slab
2017
Study the filler slab
as alternative
Construction
technology
Amit d chougule, manoj h.
Mota, mrs. Ushadevi s patil
Have carried out an experiment in which
they have used filler materials which are
economical , light weight and easily
available
It was seen that energy consumed in
Mangalore tiles , ferroconcrete tile was
lesser than common RCC slab
2015
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
9. LITERATURE REVIEW(contd.)
9
TITLE AUTHOR SUMMARY YEAR
Study on Flexural
Behaviour of RCC Slab
Filled with Hollow
Roofing Tiles
Deepika Dinesh,
Akhil P.A
• Experimental investigations on control specimen
and slab with different arrangement of the hollow
roofing tiles were carried out
• Load carrying capacity, maximum deflection and
failure patterns were analyzed
2018
Numerical and
Experimental Study
on Bubble Deck Slab
Research
M.Surendar
M.Ranjitham
Compared to conventional in situ RC slab, this
technique is economical and will result in saving of
cement and steel and is an ideal step towards
generation of affordable housing, for developing
countries
2016
study on bubble
Experimental deck slab
Mr. Muhammad
Shafiq
Mushfiq,Shikha
et.al..
This paper describes a new construction
technology using recycled spherical balls in slabs
to reduce self-weight of the structure as part of
the concrete is replaced by the bubbles
2016
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
10. LITERATURE REVIEW(contd.)
10
TITLE AUTHOR SUMMARY YEAR
Review on bubble deck
with spherical hollow
balls
Rittik Bhowmik,
Sourish Mukherjee,
Aparna Das
• The aim of this paper is to discuss about various
significance of Bubble Deck Slab against
Conventional Slab based on the various studies
2017
Cost Effective and
Innovative Housing
Technology
Ayush Srivastava
By using cost effective materials, about 30-35% of
the total cost of construction of a single or two
storied building can be saved without compromising
its quality control and structural stability
2014
Biaxial hollow slab
with innovative types
of voids
A. Churakov
• Use of recycled plastics and filler materials can
reduces the amount of concrete used . Reducing
material consumption made it possible to make
the construction time faster, to reduce the overall
costs
2016
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
11. LITERATURE REVIEW(contd.)
11
TITLE AUTHOR SUMMARY YEAR
A Review Study on
Bubble Deck Slab
Harshnearshit Vy,
Nitish Jauhari,
Himanshu Bhatt
• Bubble deck reduces up to 35% of the structural
concrete in slab and up to 20% reduction in other
structural members
• This method is effective in time saving, use of
Bubble deck makes construction very faster
• Bubble deck system makes the slab lighter in
weight, this reduction in weight reduces some
column and beam ie. equal to the time saving
2017
Sustainable use of low
cost building materials
in the rural india
Ali Haider Jasvi, D.K.
Bera
This paper emphasizes on the methods of using low
cost housing technique in India. It provides us a
challenge to use the natural materials and their by-
product so as to reduce the wastage or bye products
obtained from industries and environmental pollution
2015
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
12. LITERATURE REVIEW(contd.)
12
TITLE AUTHOR SUMMARY YEAR
A RC filler slab with
non-autoclaved
cellular concrete
blocks for sustainable
Construction
Jaisingh et.al • -In this context, utilisation of this waste material in
building construction will go a long way in solving
its disposal problem.
• Towards this end, a technology has been
developed at the Central Building Research
Institute (CBRI), Roorkee, India, to construct
reinforced floor/roof slab with nonautoclaved
cellular concrete filler blocks cast with flyash, lime,
cement and a foaming agent Room size filler slabs
were tested for their structural and functional
performance at CBRI
2014
investigation on cost
effective slab system
Nilanjan sengupta • Concentration of greenhouse gases play major
role in raising the earth’s temperature.
• Carbon dioxide, produced from burning of fossil
fuels, is the principle greenhouse gas and efforts
are being made at international level to reduce its
emission through adoption of energy-efficient
technologies.
2018
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
13. LITERATURE REVIEW(contd.)
13
TITLE AUTHOR SUMMARY YEAR
Structural behaviour of
bubble deck slabs and its
applications
Neeraj Tiwari,
Sana Zafar
• The Bubble Deck slab is a newly designed biaxial
concrete floor slab system. High density polythene
(HDPE)hollow spheres are placed in the center of
slab by replacing the ineffective concrete.
• it decreases the dead weight so increases the
efficiency of floor. It has many advantages over
normal solid conventional concrete slabs .
2016
Parametric study of R.C.C
voided and solid slab
Saifee Bhagat
• In this paper various parameters of the voided and
solid flat plate slabs is calculated to compare the
both systems.
• To evaluate the performance of the R.C.C voided
and solid flat plate slabs, modelling of slabs is
carried out using SAP 2000 having span ranging
from 6x6 m to 14x14 m of 4x4 bay in both direction
with thickness of the slabs 280 to 600 mm
2010
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
2016
14. 14
TITLE AUTHOR SUMMARY YEAR
An Experimental Study
on Two Way Bubble
Deck Slab with Spherical
Hollow Balls
Bhagyashri G.
Bhade
• Bubble deck slab is a method of virtually
eliminating all concrete from the middle of a floor
slab, which is not performing any structural
function, thereby dramatically reducing structural
dead weight.
• High density polyethylene hollow spheres replace
the in-effective concrete in the Centre of the slab,
thus decreasing the dead weight and increasing
the efficiency of the floor.
2016
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
15. Department of Civil Engineering, MBCCET Peermade
Literature Review
Procurement of materials
Mix Design (M25)
Casting of Specimens
Experimental investigation
Results & Discussions
Conclusions
15
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
16. MATERIALS USED
16
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
MATERIALS SPECIFICATION
Cement PPC of grade 43
Sand M sand
Coarse aggregate Gravel 20 mm nominal size
Steel Fe 415 of 10mmø
Coconut shell 70mm dia. (Avg)
17. M25 MIX DESIGN
As per IS10262 Guidelines for concrete mix design proportioning
Target strength = 33.25
Water cement ratio = 0.45
Water content = 147 kg/m3
Cement content = 437.7 kg/m3
Coarse aggregate = 1018.84 kg/m3
Fine aggregate = 800 kg/m3
Mix proportion = 1:1:2
17
Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
18. Material properties (as per IS 2386 part 3)
Cement
1) Specific gravity : 3.15
2) Fineness : 3.2%
3) Consistency : 38%
4) Initial and final setting time: 30 min and 10 hr.
Coarse Aggregate
1) Water absorption : 14% (Gravel 20 mm nominal size)
2) Specific Gravity : 2.74
Concrete
1) Slump :100mm
18
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
19. Table 1:Number of specimen Cast
19
ID NO:
M1 3
C1 3
S1 3
S2 3
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
Note:-
M1- Cube
C1 – Cylinder
S1 – Slab without coconut shell
S2 – Slab with coconut shell
20. 20
Specimen type Mix cement(kg)
Fine aggregate Coarse
aggregate Filler material
PPC 43 grade kg 20mm nos
Cube M1
1.8 1.8 3.6 0
1.8 1.8 3.6 0
1.8 1.8 3.6 0
Cylinder
C1
3 3 9 0
3 3 9 0
3 3 9 0
slab
S1×3 73 73 146 0
S2a 65 65 130 36
S2b 65 65 130 15
S2c 65 65 130 12
Total
428.4 428.4 856.8 63
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
Table 2: Quantity of materials
21. Casting of Specimens
Cube and cylinder
The concrete mix design obtained was 1:1:2 (M25).
Three cubes of dimension 150mm×150mm×150mm and
Three cylinders of 150mm dia.× 300mm height is casted for check the compressive strength
21
Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
Fig.2 Casted Cube and cylinder
22. Slab
Slab of dimension 1m×1m×0.12m was casted having reinforcement of
10mmø@150mmc/c
Reinforcement provided in both transverse and longitudinal direction
The coconut shells were placed in the intermediate areas of steel
reinforcement as shown in Fig.3
Placing of concrete
Curing of concrete and is done for 28 days
22
Department of Civil Engineering, MBCCET Peermade
23. 23
Department of Civil Engineering, MBCCET Peermade
Fig.3 Conventional slab before and after concreting
Fig.4 Filler slab with different loading conditions
24. TIME SCHEDULE
Department of Civil Engineering, MBCCET Peermade
24
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
On going
Yet to complete
completed
DECEMBER JANUARY FEBRUARY MARCH
w1 w2 w3 w4 w1 w2 w3 w4 w1 w2 w3 w4 w1 w2 w3 w4
Material collection
Material Testing
Casting of
Cube and Cylinder
Testing
Casting of Slab
Testing
Report writing
Literature review
25. Work to be Done.
Test for cube
Test for cylinder
Experimental investigation for slab
Flexural test
Crack Pattern
Comparison between filler slab and conventional slab
25
Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
26. REFERENCES
1. Abhishek. P, Mohammed Zakiulla, K Srisha Rai.(2017) “Study of flexural behavior,
thermal variation and luminosity test on filler slabs” IJRET: International Journal of
Research in Engineering and Technology 6(5), 864-872
2. Mr. Amit D Chougule, Mr.Manoj H. Mota, Dr. Mrs. Ushadevi S Patil (2015) “To study
the filler slab as alternative construction technology” Journal Of Information, Knowledge
And Research In Civil Engineering, 3(2), 199-202
3. Deepika Dinesh, Akhil P.A (2018) “Study on Flexural Behaviour of RCC Slab Filled with
Hollow Roofing Tiles ” International Journal of Engineering and Techniques 4(3),7-11
26
Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
27. REFERENCES (Contd…)
4. M.P.Jaisingh, L.Jaisingh & B.Singh (2014)“A RC filler slab with non non-
autoclaved cellular concrete blocks for sustainable Construction” Journal Of
Information, Knowledge And Research In Civil Engineering. 4(6), 862-878
5. Mr. Muhammad Shafiq Mushfiq, Shikha Saini , Nishant (2017) “Experimental
Study On Bubble Deck Slab ” International Research Journal of Engineering and
Technology (IRJET), 4(5),1000-1004
6. Nilanjn sengupta (2018)“Investigation on cost effective slab system” International
Journal of Civil Engineering and Technology 9(7),1000-1011
27
Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
28. REFERENCES (Contd…)
7. Bhagyashri G. Bhade , S.M Barelikar (2016) “An Experimental Study On Two Way
Bubble Deck Slab With Spherical Hollow Balls” International Journal of Recent Scientific
Research Vol. 7, Issue, 6.
8. Ayush Srivastava, (2014) “Cost Effective And Innovative Housing Technology”,
International Journal for Scientific Research & Development. Volume 2, Issue 6
9. Neeraj Tiwari, Sana Zafar, (2016). “Structural Behaviour of Bubble Deck Slabs and Its
Application” IJSRD International Journal for Scientific Research & Development| Vol 4,
Issue 02.
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Department of Civil Engineering MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
29. REFERENCES (Contd…)
10. M.Surendar, M.Ranjitham (2016). “Numerical and Experimental Study on Bubble Deck
Slab” Research Article 6(5),5959-5962
11. Churakov A.G. (2014) “Biaxial hollow slab with innovative types of voids”,
IJRASET ,Construction of Unique Buildings and Structures. 6(21),70-78
12. Saifee Bhagat (2010) “ Parametric study of R.C.C voided and solid slab ” IOSR
Journal of Mechanical and Civil Engineering. 8(6), 42-48
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Department of Civil Engineering, MBCCET Peermade
FILLER SLAB CONSTRUCTION USING COCONUT SHELL
30. REFERENCES (Contd…)
13. Ali Haider Jasvi, D.K. Bera(2015) “Sustainable use of low cost building materials
in the rural India”, International Journal of Research in Engineering and Technology
04(13),534-544
14. Harshit Varshney et.al(2017) “A Review Study on Bubble Deck Slab”
International Journal for Research in Applied Science & Engineering Technology
(IJRASET) 5(10),2136-2139
15.Rittik Bhowmik et.al(2017) “Review on bubble deck with spherical hollow
balls” International Journal of Civil Engineering and Technology
(IJCIET),8(8),979-987
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FILLER SLAB CONSTRUCTION USING COCONUT SHELL
Department of Civil Engineering MBCCET Peermade