A quantitative study of the effects of physical properties and external loads on the liquefaction of saturated sand based on an intelligent numerical cyclic triaxial test system

Author:

Wu Wanqing12ORCID,Yu Shangwu1,Zhou Yu1,Sun Yueyang1,Wang Heping1,Yu Xiaoxiang1,Zhao Zihao1,Zheng Qinggong12

Affiliation:

1. Marine Engineering College, Dalian Maritime University, Dalian, People’s Republic of China

2. Engineering Technology Center for Ship Safety and Pollution Control, Dalian, People’s Republic of China

Funder

National Natural Science Foundation of China

Science and Technology Project of Ministry of Transport of China

Science and Technology Project of Liaoning MSA of China

Science Foundation of Dalian Maritime University

High-Tech Ship Project of Ministry of Industry and Information Technology of China

Publisher

Informa UK Limited

Reference56 articles.

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2. Physicochemical and Microstructural Characterization of Klias Peat, Lumadan POFA, and GGBFS for Geopolymer Based Soil Stabilization

3. Andrews DC Martin GR. 2000. Criteria for liquefaction of silty soils. In Proc.12th World Conf. on Earthquake Engineering. 1–8.

4. Artificial bee colony algorithm, its variants and applications: a survey;Bolaji ALA;J Theor Appl Inform Technol,2013

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