• RAVI KUMAR

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 its 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 “Comparison between single bent pile Vs Multiple bent pile on the basis of different soil density conditions. The main objective of thesis is to determine reduction in load carrying capacity due to bending of single bent pile and multiple bent pile. 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 pile material-timber.

single bent pile , Multiple bent pile

"Experimental Comparison between single bent pile Vs Multiple bent pile on the basis of different soil density conditions i.e loose, medium and dense of cohesion less soil.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.12, Issue 8, page no.g311-g339, August-2025, Available :http://www.jetir.org/papers/JETIR2508639.pdf

"Experimental Comparison between single bent pile Vs Multiple bent pile on the basis of different soil density conditions i.e loose, medium and dense of cohesion less soil.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.12, Issue 8, page no. ppg311-g339, August-2025, Available at : http://www.jetir.org/papers/JETIR2508639.pdf