Probing Fabric Evolution and Reliquefaction Resistance of Sands Using Discrete-Element Modeling-Reference-Cited by-同舟云学术

Probing Fabric Evolution and Reliquefaction Resistance of Sands Using Discrete-Element Modeling

Published:2022-06 Issue:6 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yang Siyuan¹,Huang Duruo²,Wang Gang³,Jin Feng⁴

Affiliation:

1. Graduate Student, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002104

Reference73 articles.

1. Experimental micro-mechanics of granular media studied by x-ray tomography: recent results and challenges

2. Bokkisa S. V. G. Wang D. Huang and F. Jin. 2019. “Fabric evolution in post-liquefaction and re-liquefaction of granular soils using 3D discrete element modelling.” In Proc. 7th Int Conf. on Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions 1461–1468. Boca Raton FL: CRC Press.

3. Liquefaction and Cyclic Mobility of Saturated Sands

4. Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Insights from Large-Strain Torsional Simple Shear Tests

5. Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear

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