Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits-Reference-Cited by-同舟云学术

Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits

Published:2022-07 Issue:7 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sinha Sumeet K.¹^ORCID,Ziotopoulou Katerina²,Kutter Bruce L.³^ORCID

Affiliation:

1. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002817

Reference32 articles.

1. Bastidas A. M. P. 2016. “Ottawa F-65 sand characterization.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California Davis.

2. Neutral Plane Solution for Liquefaction-Induced Down-Drag on Vertical Piles

3. Grain Size Analysis and Maximum and Minimum Dry Density Testing of Ottawa F-65 Sand for LEAP-UCD-2017

4. Coelho P. A. L. F. S. K. Haigh S. P. G. Madabhushi and T. O’Brien. 2004. “Centrifuge modelling of the use of densification as a liquefaction resistance measure for bridge foundations.” In Proc. 13th World Conf. on Earthquake Engineering Paper No. 210. Vancouver BC Canada: Canadian Association for Earthquake Engineering.

5. Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior

Cited by 16 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. Reliquefaction behavior of sand and response of pile group subjected to repeated shaking sequence using centrifuge model experiments;Soil Dynamics and Earthquake Engineering;2024-07

2. A Displacement-Based Design for Axially Loaded Piles in Liquefiable Soils;IFCEE 2024;2024-05-03

3. Comparison between Free- and Fixed-Head Pile Group Responses under Lateral Spreading in the Presence of Protection Piles Using Shake Table Tests;International Journal of Geomechanics;2024-05

4. Effects of Excess Pore Pressure Redistribution in Liquefiable Layers;Journal of Geotechnical and Geoenvironmental Engineering;2024-04

5. Experimental Study of Pile Group Bridge Failure Mechanism Caused by Liquefaction-Induced Lateral Spreading;International Journal of Geomechanics;2024-03