A REVIEW ON SOIL-PILE INTERACTION UNDER SEISMIC LOAD FOR DIFFERENT GROUND CONDITION
| Author(s) | : | Rashmika K. Barot, Grishma Thaker, Kosha Pachchigar |
| Institution | : | Civil Engineering Department, ChhotubhaiGopalbhai Patel Institute of Technology |
| Published In | : | Vol. 3, Issue 11 — November 2016 |
| Page No. | : | 162-165 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Pile foundations are commonly adopted for various types of multi storied and industrial structures, bridgesand offshore structures. Their seismic design is very important to ensure efficient functioning of various structures evenunder severe seismic loading conditions. In the design process, ground conditions (soil type) play an important role interms of seismic loads transferred to foundation and foundation capacity. This paper presents seismic design of pilefoundations for different ground conditions. Estimation of seismic loads, for a typical multi-storied building consideredbeing located in different seismic zones, for different ground conditions according to Indian standard are presented.Design considerations based on various theories evolved on pile foundation performance concepts under seismicconditions are discussed. Three different ground conditions are selected as exemplary cases in demonstrating theevaluation of seismic loads and seismic design of pile foundations as per codes of practice.
Rashmika K. Barot, Grishma Thaker, Kosha Pachchigar, “A REVIEW ON SOIL-PILE INTERACTION UNDER SEISMIC LOAD FOR DIFFERENT GROUND CONDITION”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 3, Issue 11, pp. 162-165, November 2016.
