Liquefaction-Induced Buckling Failure of Group-Pile Foundation and Countermeasure by Partial Ground Improvement-Reference-Cited by-同舟云学术

Liquefaction-Induced Buckling Failure of Group-Pile Foundation and Countermeasure by Partial Ground Improvement

Published:2019-05 Issue:5 Volume:19 Page:04019020
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kheradi Hamayoon¹,Morikawa Yukihiro²,Ye Guanlin³,Zhang Feng⁴

Affiliation:

1. Ph.D. Candidate, Graduate School of Engineering, Nagoya Institute of Technology, Showa-ku, Gokiso-cho, Nagoya 466-8555, Japan.

2. Associate Professor, Graduate School of Engineering, Nagoya Institute of Technology, Showa-ku, Gokiso-cho, Nagoya 466-8555, Japan.

3. Professor, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author).

4. Professor, Graduate School of Engineering, Nagoya Institute of Technology, Showa-ku, Gokiso-cho, Nagoya 466-8555, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001379

Reference38 articles.

1. Pile Response to Lateral Spreads: Centrifuge Modeling

2. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numericalsimulation

3. Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures

4. Bhattacharya S. and M. Bolton. 2004. “Errors in design leading to pile failures during seismic liquefaction.” In Proc. 5th Int. Conf. on Case Histories in Geotechnical Engineering. Rolla Mo: Univ. of Missouri-Rolla.

Cited by 25 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. Effective stress analysis for repeated shake-consolidation process of multi-story buildings in liquefiable soils during sequential earthquakes;Computers and Geotechnics;2024-09

2. Seismic performance of rubber-sand mixture as a geotechnical seismic isolation system using shaking table test;Soil Dynamics and Earthquake Engineering;2024-02

3. Seismic performance of laterally loaded piles: A review;AIP Conference Proceedings;2024

4. Utilization of Timber Pile as a Reinforcement for Loose Sandy Soil;Lecture Notes in Civil Engineering;2024

5. Experimental and numerical investigation on the dynamic behavior of slopes in calcareous sand during earthquakes;Acta Geotechnica;2023-11-11