Proceedings of DFI-India 2017: 7th Conference on Deep Foundation Technologies for Infrastructure Development in India, (DFI)
Estimation of Shaft and Base Responses from Pile Load Test
Kota Vijay Kiran, Senior Research Fellow, Madhav Madhira, Prof. Emeritus and Vidyaranya Bandi, Engineering Manager
Using hyperbolic relationships for the non-linear responses of shaft and base resistances, a method is proposed for estimating initial shaft and base stiffnesses and ultimate shaft and base resistances of a pile from pile load test results. An iterative procedure is used to arrive at the values of shaft-soil and base stiffnesses and the ultimate shaft and base resistances. The method is applied to load - displacement data available from pile load test results to illustrate its efficacy.
|article #2753; publication #1035 (India2017)|