Effect of the combined action of lateral load and axial load on the pile instability in liquefiable soils-Reference-Cited by-同舟云学术

Effect of the combined action of lateral load and axial load on the pile instability in liquefiable soils

Published:2020-02 Issue: Volume:205 Page:110074
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Xiaoyu,Tang Liang,Li Xuewei,Ling Xianzhang,Chan Andrew

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials;Wang;Eng Struct,2019

2. A critical review of methods for pile design in seismically liquefiable soils;Bhattacharya;B Earthq Eng,2008

3. Using peak ground velocity to characterize the response of soil-pile system in liquefying ground;Zhang;Eng Geol,2018

4. An alternative mechanism of pile failure in liquefiable deposits during earthquakes;Bhattacharya;Geotechnique,2004

5. Liquefaction-induced buckling failure of group-pile foundation and countermeasure by partial ground improvement;Kheradi;Int J Geomech,2019

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