Lateral pile response subjected to different combination of loadings

Jasim M. Abbas, Zamri Chik, Mohd. Raihan Taha

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

Pile-soil interaction has been a subject of interest to many earlier researchers. However, not much work has been done on the effects of structural response of single piles subjected to different combination of axial and lateral loads and hence the respective pile-soil interaction. The main objectives of this paper are to assess the influence of axial load intensities on the lateral single isolated pile response in various pile slenderness ratios. Three-dimensional finite element approach was used to simulate the whole geotechnical system. The finite element included linear elastic model to represent the pile, Mohr-Coulomb to model surrounded soil and 16-nodes interface element to simulate the pile-soil interface. It was found that the lateral deflection is increased with increased the axial load in case of cohesionless soils. While, in case of cohesive soil, reduction in lateral pile displacement is occurred when low axial load is applied (i.e. V less than 4H) and increased when axial load level (i.e. V more than 6H) has been increased.

Original languageEnglish
Pages (from-to)195-205
Number of pages11
JournalJournal of Engineering Science and Technology Review
Volume10
Issue number6
DOIs
Publication statusPublished - 1 Jan 2017

Fingerprint

Piles
Axial loads
Soils

Keywords

  • 3D FE analysis
  • Cohesionless and cohesive soils
  • Combined load
  • Lateral response
  • Piles

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Lateral pile response subjected to different combination of loadings. / Abbas, Jasim M.; Chik, Zamri; Taha, Mohd. Raihan.

In: Journal of Engineering Science and Technology Review, Vol. 10, No. 6, 01.01.2017, p. 195-205.

Research output: Contribution to journalArticle

@article{27b625d1571d4a9ca50001f5983c9cd8,
title = "Lateral pile response subjected to different combination of loadings",
abstract = "Pile-soil interaction has been a subject of interest to many earlier researchers. However, not much work has been done on the effects of structural response of single piles subjected to different combination of axial and lateral loads and hence the respective pile-soil interaction. The main objectives of this paper are to assess the influence of axial load intensities on the lateral single isolated pile response in various pile slenderness ratios. Three-dimensional finite element approach was used to simulate the whole geotechnical system. The finite element included linear elastic model to represent the pile, Mohr-Coulomb to model surrounded soil and 16-nodes interface element to simulate the pile-soil interface. It was found that the lateral deflection is increased with increased the axial load in case of cohesionless soils. While, in case of cohesive soil, reduction in lateral pile displacement is occurred when low axial load is applied (i.e. V less than 4H) and increased when axial load level (i.e. V more than 6H) has been increased.",
keywords = "3D FE analysis, Cohesionless and cohesive soils, Combined load, Lateral response, Piles",
author = "Abbas, {Jasim M.} and Zamri Chik and Taha, {Mohd. Raihan}",
year = "2017",
month = "1",
day = "1",
doi = "10.25103/jestr.106.25",
language = "English",
volume = "10",
pages = "195--205",
journal = "Journal of Engineering Science and Technology Review",
issn = "1791-9320",
publisher = "Kavala Institute of Technology",
number = "6",

}

TY - JOUR

T1 - Lateral pile response subjected to different combination of loadings

AU - Abbas, Jasim M.

AU - Chik, Zamri

AU - Taha, Mohd. Raihan

PY - 2017/1/1

Y1 - 2017/1/1

N2 - Pile-soil interaction has been a subject of interest to many earlier researchers. However, not much work has been done on the effects of structural response of single piles subjected to different combination of axial and lateral loads and hence the respective pile-soil interaction. The main objectives of this paper are to assess the influence of axial load intensities on the lateral single isolated pile response in various pile slenderness ratios. Three-dimensional finite element approach was used to simulate the whole geotechnical system. The finite element included linear elastic model to represent the pile, Mohr-Coulomb to model surrounded soil and 16-nodes interface element to simulate the pile-soil interface. It was found that the lateral deflection is increased with increased the axial load in case of cohesionless soils. While, in case of cohesive soil, reduction in lateral pile displacement is occurred when low axial load is applied (i.e. V less than 4H) and increased when axial load level (i.e. V more than 6H) has been increased.

AB - Pile-soil interaction has been a subject of interest to many earlier researchers. However, not much work has been done on the effects of structural response of single piles subjected to different combination of axial and lateral loads and hence the respective pile-soil interaction. The main objectives of this paper are to assess the influence of axial load intensities on the lateral single isolated pile response in various pile slenderness ratios. Three-dimensional finite element approach was used to simulate the whole geotechnical system. The finite element included linear elastic model to represent the pile, Mohr-Coulomb to model surrounded soil and 16-nodes interface element to simulate the pile-soil interface. It was found that the lateral deflection is increased with increased the axial load in case of cohesionless soils. While, in case of cohesive soil, reduction in lateral pile displacement is occurred when low axial load is applied (i.e. V less than 4H) and increased when axial load level (i.e. V more than 6H) has been increased.

KW - 3D FE analysis

KW - Cohesionless and cohesive soils

KW - Combined load

KW - Lateral response

KW - Piles

UR - http://www.scopus.com/inward/record.url?scp=85040236922&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85040236922&partnerID=8YFLogxK

U2 - 10.25103/jestr.106.25

DO - 10.25103/jestr.106.25

M3 - Article

AN - SCOPUS:85040236922

VL - 10

SP - 195

EP - 205

JO - Journal of Engineering Science and Technology Review

JF - Journal of Engineering Science and Technology Review

SN - 1791-9320

IS - 6

ER -