Equivalent Static Analysis of Piled Bridge Abutments Affected by Earthquake-Induced Liquefaction-Reference-Cited by-同舟云学术

Equivalent Static Analysis of Piled Bridge Abutments Affected by Earthquake-Induced Liquefaction

Published:2014-08 Issue:8 Volume:140 Page:04014046
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Armstrong Richard J.¹,Boulanger Ross W.²,Beaty Michael H.³

Affiliation:

1. Water Resource Engineer, Division of Safety of Dams, California Dept. of Water Resources, 2200 X St., Ste. 200, Sacramento, CA 95818 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California–Davis, Davis, CA 95616.

3. Principal Engineer, Beaty Engineering LLC, Beaverton, OR 97007.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001152

Reference37 articles.

1. Armstrong R. (2010). “Evaluation of the performance of piled bridge abutments affected by liquefaction-induced ground deformations through centrifuge tests and numerical analysis tools.” Ph.D. dissertation Univ. of California–Davis Davis CA.

2. Liquefaction Effects on Piled Bridge Abutments: Centrifuge Tests and Numerical Analyses

3. Ashford S. Boulanger R. and Brandenberg S. (2011). “Recommended design practice for pile foundations in laterally spreading ground.” PEER Rep. 2011/04 Pacific Earthquake Engineering Research Center College of Engineering Univ. of California–Berkeley Berkeley CA.

Cited by 15 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. A Review of Modeling Issues on the Seismic Soil-Pile-Structure Interaction;KSCE Journal of Civil Engineering;2024-06-10

2. Seismic Hazard Assessment in Machine Foundation Design: A Review Study;E3S Web of Conferences;2023

3. Pile-Supported Wharves Subjected to Inertial Loads and Lateral Ground Deformations. II: Guidelines for Equivalent Static Analysis;Journal of Geotechnical and Geoenvironmental Engineering;2022-11

4. Soil–structure interaction for seismic analysis and design of bridges;Innovative Bridge Design Handbook;2022

5. Kazıklı temellerde zemin kazık etkileşimi parametrelerinin incelenmesi;Gazi Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi;2021-07-30