A liquefaction case study of gently sloping gravelly soil deposits in the near-fault region of the 2008 Mw7.9 Wenchuan earthquake-Reference-Cited by-同舟云学术

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A liquefaction case study of gently sloping gravelly soil deposits in the near-fault region of the 2008 Mw7.9 Wenchuan earthquake

Published:2020-08-28 Issue:14 Volume:18 Page:6181-6201
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Zhou Yan-Guo^ORCID,Xia Peng,Ling Dao-Sheng,Chen Yun-Min

Funder

National Natural Science Foundation of China

Chinese Program of Introducing Talents of Discipline to University

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-020-00939-4.pdf

Reference41 articles.

1. Andrus RD, Stokoe KHII (2000) Liquefaction resistance of soils from shear-wave velocity. ASCE J Geotech Geoenviron Eng 126(11):1015–1025

2. ASTM (2011) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International

3. Bouckovalas G, Chaloulos Y (2014) Kinematic interaction of piles in laterally spreading ground. Bull Earthq Eng 12(3):1221–1237

4. Boulanger RW (2003) Relating Kα to relative state parameter index. ASCE J Geotech Geoenviron Eng 129(8):770–773

5. Brandenberg SJ, Boulanger RW, Kutter BL, Chang D (2005) Behavior of pile foundations in laterally spreading ground during centrifuge tests. ASCE J Geotech Geoenviron Eng 131(11):1378–1391

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1. Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand;Géotechnique;2024-05-15

2. An improved characterization model of liquefaction resistance by shear wave velocity for binary mixtures with consideration of coarse content;Engineering Geology;2024-04

3. DEM study on the dynamic behaviors of binary mixtures with the same equivalent skeleton void ratio;Computers and Geotechnics;2024-04

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

5. Probabilistic liquefaction-induced lateral spread hazard analysis incorporating the spatial variability of soil parameters;Japanese Geotechnical Society Special Publication;2024

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