Description

In this paper, the author has tried to investigate how the Deep Soil pile block is transferring the imposed load to a deeper subsoil layer while interacting with the boundary soil medium which is present all around the pile block with a gradual increase of compressive strength of the C-S Pile block from 2Mpa to 15Mpa. Further this approach was modified by inserting a RCC foundation plate of plan dimension 1mx1mx0.25m over which the imposed load was placed instead placing directly over the pile block. The RCC foundation plate was planned to have a high stiffness of grade M25(cube strength 25Mpa). Pile block 5mx5mx25m is embedded in boundary soil of 50mx50mx35m.

International Journal of Civil Engineering and Technology (IJCIET)
Volume 15, Issue 3, May-June 2024, pp. 58-69, Article ID: IJCIET_15_03_006
Available online at https://iaeme.com/Home/issue/IJCIET?Volume=15&Issue=3
ISSN Print: 0976-6308 and ISSN Online: 0976-6316

Date Conducted

May 2024

Contributors

Mrigendra Ray

Owned by company

International Journal of Civil Engineering and Technology (IJCIET)