Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand-Reference-Cited by-同舟云学术

Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand

Published:2021-09 Issue:9 Volume:147 Page:04021094
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fardad Amini Pedram¹^ORCID,Huang Duruo²,Wang Gang³,Jin Feng⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. ORCID:

2. Associate Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong (corresponding author).

4. Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

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.1943-5606.0002588

Reference42 articles.

1. Energy Dissipation and Seismic Liquefaction of Sands: Revised Model

2. Bokkisa S. V. G. Wang D. Huang and F. Jin. 2019. “Fabric evolution in post-liquefaction and re-liquefaction behavior of granular soils using 3D discrete element modeling.” In Proc. 7th Int. Conf. on Earthquake Geotechnical Engineering 1461–1468. London: Taylor & Francis.

3. Liquefaction and Cyclic Mobility of Saturated Sands

4. Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation

5. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests

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