Time-Dependent behavior of piles under combined loadings

Mohd. Raihan Taha, S. Mohammed Shafiqu Qassun, Zamri H. Chik, Jasim M. Abbas

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

This study investigates time-dependent lateral response of piles in elastoplastic soils under combined axial and lateral loadings. Mohr Coulomb model representing the soil and the finite element formulation were described and verified. 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 combined loadings. Lower vertical to horizontal load ratio gives lower differences in deformations with time and becomes more significant with increasing load ratio. Also lateral soil pressure and shear stress in soil increased with time and depth but in a rate lowered as the load ratio decreased.

Original languageEnglish
Pages (from-to)407-413
Number of pages7
JournalAmerican Journal of Applied Sciences
Volume6
Issue number3
DOIs
Publication statusPublished - 2009

Fingerprint

Piles
Soils
Time and motion study
Transient analysis
Consolidation
Shear stress
Loads (forces)

Keywords

  • Combined load
  • Consolidation
  • Finite element method
  • Lateral response
  • Pile

ASJC Scopus subject areas

  • General

Cite this

Time-Dependent behavior of piles under combined loadings. / Taha, Mohd. Raihan; Qassun, S. Mohammed Shafiqu; Chik, Zamri H.; Abbas, Jasim M.

In: American Journal of Applied Sciences, Vol. 6, No. 3, 2009, p. 407-413.

Research output: Contribution to journalArticle

Taha, Mohd. Raihan ; Qassun, S. Mohammed Shafiqu ; Chik, Zamri H. ; Abbas, Jasim M. / Time-Dependent behavior of piles under combined loadings. In: American Journal of Applied Sciences. 2009 ; Vol. 6, No. 3. pp. 407-413.
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