TIME-DEPENDENT LATERAL RESPONSE OF PILES IN ELASTO-PLASTIC SOIL UNDER LATERAL LOADS

  • Jasim M ABBAS Universiti Kebangsaan Malaysia, Malaysia
  • Zamri Hj CHIK Universiti Kebangsaan Malaysia, Malaysia
  • Mohd Raihan TAHA Universiti Kebangsaan Malaysia, Malaysia
  • Qassun S. M SHAFIQU Universiti Kebangsaan Malaysia, Malaysia

Abstract

This study investigates time-dependent lateral response of piles in elasto-plastic soil under pure lateral load. The transient analysis of pile problem was then carried out, and the results of the analysis were presented which demonstrate the effects of the consolidation process on the lateral response of the pile under pure lateral loads. Lower lateral load gives lower differences in deformations with time and becomes more significant with increasing lateral load. Also lateral soil pressure increased with time and loading intensity.

Published
2011-08-01
How to Cite
M ABBAS, Jasim et al. TIME-DEPENDENT LATERAL RESPONSE OF PILES IN ELASTO-PLASTIC SOIL UNDER LATERAL LOADS. EACEF - International Conference of Civil Engineering, [S.l.], v. 1, p. 344-348, aug. 2011. Available at: <http://proceeding.eacef.com/ojs/index.php/EACEF/article/view/205>. Date accessed: 07 aug. 2020.
Section
Group of Soil Structure Interaction