Experimental study on liquefaction resistance characteristics of fine-grained coralline soils
CHEN Ping-shan1, 2, LÜ Wei-qing2, 3, LIANG Xiao-cong1, 2, ZHOU Hong-xing1, 2, WANG Jing1, 2,
MA Jia-jun4
1. CCCC Fourth Harbor Engineering Institute Co., Ltd., Guangzhou, Guangdong 510230, China
2. Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Zhuhai, Guangdong 519082, China
3. CCCC Fourth Harbor Engineering Co., Ltd., Guangzhou, Guangdong 510290, China
4. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, Heilongjiang 150080, China
Online:2023-02-23
Published:2023-04-10
Contact:
LIANG Xiao-cong, male, born in 1988, Master, Senior Engineer, mainly engaged in research and technical service of land formation and ground reinforcement, liquefaction risk assessment and prevention and in-situ testing technology in the field of hydraulic fill sand, and coastal soft clay and coralline soils. E-mail: lxiaocong@cccc4.com
E-mail: cpingshan@cccc4.com
About author: CHEN Ping-shan, male, born in 1978, PhD, Professor-leve Senior Engineer, mainly engaged in foundation, foundation pit engineering, earthquake engineering and other geotechnical-related scientific research and technical services.
Supported by:
the Innovation Group Project of Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai) (311020009), the Natural Science Foundation of Heilongjiang Province of China (ZD2019E009), the Scientific Research Fund of the Institute of Engineering Mechanics, China Earthquake Administration (2020B07).
CHEN Ping-shan, LÜ Wei-qing, LIANG Xiao-cong, ZHOU Hong-xing, WANG Jing, MA Jia-jun, . Experimental study on liquefaction resistance characteristics of fine-grained coralline soils[J]. Rock and Soil Mechanics, 2023, 44(2): 337-344.