Experimental Analysis of Group Three Bent Pile with Respect to Different Density I.E. Loose, Medium and Dense of Cohesion Less Soil

All engineered construction resting on the earth must be carried by some kind of interfacing element called a foundation. The foundation is the part of an engineered system that transmits to, and into, the underlying soil or rock the loads supported by the foundation and it?s self-weight. The resulting soil stresses except at the ground surface are in addition to those presently existing in the earth mass from its self-weight. Piles are used to support the structures. Piles are frequently required because of the relative inability of shallow foundation to transmit inclined, horizontal, or uplift force and over-turning moments. Such situations are common in design of earth retaining structures and tall structures subjected to high wind and earthquake force. Considering importance and necessity of pile in construction work. This thesis is based on the piles and topic name ?Experimental Analysis of group three bent pile with respect to different density i.e. loose, medium and dense of cohesion less soil?. The main objective of thesis is to determine reduction in load carrying capacity due to bending of group bent pile and also to determine the load carrying capacity of bent pile with respect to different density i.e. loose, medium and dense of cohesion less soil. In the present study, the carrying capacity of pile shall be ascertained under different conditions of soil and bending. The effect of degree of bending shall be studies by at different angle of bend. The study shall be made only in cohesion less soil under different degree of compaction. The study is made on one type of pile material.