Comparison of analytical, numerical and experimental test of pile behavior under static cyclic vertical loading tests in layered elastic–plastic soils

World Congress and Exhibition on Construction & Steel Structure

November 16-18, 2015 Dubai, UAE

M Akchiche

University of Sciences and Technology Houari Boumediene, Algeria

Posters-Accepted Abstracts: J Civil Environ Eng

Abstract :

The design of piled involves the identification of the essential parameters, namely the number of piles, their diameter and the length along with Es value of the subsoil strata for an optimum design which can produce the required settlement reduction. The present study focused on a comparative study between static cyclic vertical loading tests scale on two piles of different lengths (in Layered elastic-plastic soil) using a finite element analysis to two dimensions (2D) using CESAR-LCPC as well as analytical methods. It was found that the 2D model is very effective for predicting the response of non-linear amplitudefrequency, given the non-linear phenomena of the complex soil-pile system in a layered medium.

Biography :

Email: makchiche@usthb.dz