Experimental Study to Evaluate the Effect of Consolidation Behavior on Pile Setup-Reference-Cited by-同舟云学术

Experimental Study to Evaluate the Effect of Consolidation Behavior on Pile Setup

Published:2017-05-05 Issue:4 Volume:40 Page:20160071
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Abu-Farsakh M. Y.¹,Haque M. N.²,Chen Q.³

Affiliation:

1. Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808 US (Corresponding author), e-mail: cefars@lsu.edu

2. Dept. of Civil and Environmental Engineering, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808 US

3. Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808 US

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Investigation of soil setup effects on pile response in clay considering overconsolidation ratio and installation method through physical modeling;Canadian Geotechnical Journal;2023-04-01

2. Consolidation Effect on Pile Capacity Assessment Based on Instrumented Field Pile Load Test;Arabian Journal for Science and Engineering;2021-11-10

3. Non-linear performance analysis of free headed piles in consolidating soil subjected to lateral loads;Engineering Science and Technology, an International Journal;2021-04

4. Piezocone/cone penetration test-based pile capacity analysis: calibration, evaluation, and implication of geological conditions;International Journal of Geotechnical Engineering;2020-06-16

5. Three dimensional finite difference simulation of liquefaction phenomenon;International Journal of Geotechnical Engineering;2019-10-25