For understand the quality in construction work.
For learn about estimating process of cast in situ pile.
For Know the construction procedure of cast in situ pile.
For cheek the preferable condition of cast in situ pile.
For know the construction materials type of cast in situ pile.
IUBAT
IUBAT- International University of Business Agriculture and Technology.
For understand the quality in construction work.
For learn about estimating process of cast in situ pile.
For Know the construction procedure of cast in situ pile.
For cheek the preferable condition of cast in situ pile.
For know the construction materials type of cast in situ pile.
IUBAT
IUBAT- International University of Business Agriculture and Technology.
A reinforced concrete mat foundation is a common type of foundation system used in many buildings. They are a specific type of shallow foundation that uses bearing capacity of the soil at or near the building base to transmit the loads to the soil. Compared to an ordinary slab on grade, a reinforced concrete mat is much thicker and is subjected to more substantial loads from the building.
TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
A reinforced concrete mat foundation is a common type of foundation system used in many buildings. They are a specific type of shallow foundation that uses bearing capacity of the soil at or near the building base to transmit the loads to the soil. Compared to an ordinary slab on grade, a reinforced concrete mat is much thicker and is subjected to more substantial loads from the building.
TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
My presentation slide of Retaining Wall,Cofferdam and Caissonm8main
First Individual Slide in Civil Engineering Department.
The Course Name: Details of Construction
Presentation about A brief introduction to Retaining Wall,Cofferdam and Caisson. There types and how it works.
design of piled raft foundations. مشاركة لبشة الأوتاد الخوازيق و التربة في ...Dr.youssef hamida
Of the most important paragraphs of design should study the effect of the Joint Working Group of the falling pile and fall of the soil and find a formula and factor common reaction one between sub grade reaction smart spring worker and worker response pile reaction called spring factor smart In the case of soil subsidence greater than the drop pile will move full load
piles and breaks down to piles or mat and vice versa
In the event of high rises and soil carried acceptable but not enough for the transplant can mat- piles
Regular spacing and share the soil with piles represent the programs work as usual spring network
And the introduction of sub grade reaction as factor in mat alone as well as the added factor reaction pile at each pile
But the application of this method takes the soil report by the impact of joint work between the soil decline and fall of the stake and the coefficient of reaction and give him carrying a load of soil and allowed the pile needs
Also must make sure that the applicable tag allows participation in this way the soil and pile in the joint
Assume springs for soil and piles
getting modulus of sub grad
The Top Skills That Can Get You Hired in 2017LinkedIn
We analyzed all the recruiting activity on LinkedIn this year and identified the Top Skills employers seek. Starting Oct 24, learn these skills and much more for free during the Week of Learning.
#AlwaysBeLearning https://learning.linkedin.com/week-of-learning
Shaft Grouting - Improving the capacity of bored piles by shaft grouting Nam N.N Tran M.Eng, PMP
Shaft grouting, a relatively new technique, is carried out by injecting grout at discrete points around a pile shaft, assuming that the grout spreads along it
THE EFFECT OF IMPROVEMENT SURROUNDING SOIL ON BORED PILE FRICTION CAPACITY IAEME Publication
There is very close relation between the pile capacity and surrounding soil conditions. In cohesionless soil the bored pile effected on surround soil byloosen , deposits through a combination of pile volume replacement and exist of pile case used for installation of bored pile. .the pile foundation usually designed to exceed the weak soil to the firm deposit .in this study improvement of the weak soil surround the pile and observing the effect of improvement on pile capacity for bored pile. The improvement soil surround pile model was design to be as one block and kept this block will effect noticeably on pile load capacity results. the improvement suggested in this study is compacting and replacement for surrounding soil .
Behavior Of Castellated Composite Beam Subjected To Cyclic Loadsirjes
The purpose of this study is to determine the behavior of beam-column sub-assemblages castella
due to cyclic loading. Knowing these behaviors can if be analyzed the effectiveness of the concrete filler to
reduce the damage and improve capacity of beam castella. Test beam consists of beam castella fabricated from
normal beam (CB), castella beams with concrete filler between the flange (CCB) and normal beam (NB) as a
comparison. Results showed castella beam (CB) has the advantage to increase the flexural capacity and energy
absorption respectively 100.5% and 74.3%. Besides advantages, castella beam has the disadvantage that
lowering partial ductility and full ductility respectively 12.6 % and 18.1%, decrease resistance ratio 29.5 %
and accelerate the degradation rate of stiffness ratio 31.4%. By the concrete filler between the beam flange to
improve the ability of castella beam, then the beam castella have the ability to increase the flexural capacity of
184.78 %, 217.1% increase energy absorption, increase ductility partial and full ductility respectively 27.9 %
and 26 %, increases resistance ratio 52.5 % and slow the rate of degradation of the stiffness ratio 55.1 %..
Behaviour of Single Pile in Reinforced Slope Subjected to Inclined Load IJERA Editor
Deep foundations, including driven piles, are used to support vertical loads of structures and lateral forces. Typical structures subjected to lateral loads include bridge abutments, transmission tower, sand offshore platforms. Traffic, wind, wave, and seismic forces are common types of lateral loads subjected to pile foundations. The present work is focused on understanding the lateral load capacity of vertical piles located near crest of the slope and subjected to the lateral and inclined loads. The experimental investigation was carried out to study the effect of reinforcing an earth slope on the inclined loading behavior of a single vertical pile located near the slope. Layers of geogrid were used to reinforce a sandy slope of 1V:2H. The parametric studies were performed by varying the length of pile(L), angle of inclination of load (θ), number of geogrid reinforcement (Nr) and crest distance. It was observed that the lateral load capacity of pile depends upon these parameters. The lateral load capacity of pile increases with increase in inclination of load, length of pile(L), number of geogrid reinforcement (Nr) and crest distance.
Behaviour of Single Pile in Reinforced Slope Subjected to Inclined LoadIJERA Editor
Deep foundations, including driven piles, are used to support vertical loads of structures and lateral forces. Typical structures subjected to lateral loads include bridge abutments, transmission tower, sand offshore platforms. Traffic, wind, wave, and seismic forces are common types of lateral loads subjected to pile foundations. The present work is focused on understanding the lateral load capacity of vertical piles located near crest of the slope and subjected to the lateral and inclined loads. The experimental investigation was carried out to study the effect of reinforcing an earth slope on the inclined loading behavior of a single vertical pile located near the slope. Layers of geogrid were used to reinforce a sandy slope of 1V:2H. The parametric studies were performed by varying the length of pile(L), angle of inclination of load (θ), number of geogrid reinforcement (Nr) and crest distance. It was observed that the lateral load capacity of pile depends upon these parameters. The lateral load capacity of pile increases with increase in inclination of load, length of pile(L), number of geogrid reinforcement (Nr) and crest distance
Similar to Shaft and resistance of bored piles (20)
Exploring the risk factors associated with peb projects in lahore.Rizwan Khurram
The construction industry is more exposed to risk than other industry. If the risk is not handled properly it may causes the poor performance on the industry. The Scale of building projects is large in nature and having large amount of investment. Wastage of any resource influence is high loss in project. All the losses are associated with risk factors. In Pakistan, only few researches have been done so far in this area. Thus this study needs focus of risk management in field of construction projects. We conclude from study that financial issue, skillful workers, shortage and inaccurate design are significant risk factors affecting the projects. Contractors are responsible for risk linked with machinery, material and quality related issues. While clients are responsible for the risk associated with scope of work. Study concludes that good coordination and communication between stakeholders and proper drawings works are key factors to control the project.
three phase of change,management of complex change,organizational change, Kotter eight steps, Bullock and batten, planned change,machine political organism, beckhar and harris change formula organism, kotter eight step with example
introduction to change management, what is change,categories of change, why change,organizational change,reaction of change,lewins theory, philosphy of change.
