Loosening earth pressure based on triangular slip surfaces
WANG Jia-quan 1, 2, CHEN Jia-ming1, 2, LIN Zhi-nan1, 2, TANG Yi1, 2
1. College of Civil and Architectural Engineering, Guangxi University of Science and Technology, Liuzhou, Guangxi 545006, China
2. Guangxi Zhuang Autonomous Region Engineering Research Center of Geotechnical Disaster and Ecological Control, Liuzhou, Guangxi 545006, China
Online:2023-03-20
Published:2023-07-21
Contact:
LIN Zhi-nan, male, born in 1987, PhD, Reader, mainly engaged in research on geotechnical engineering.
E-mail: zhinan_lin@gxust.edu.cn
E-mail:wjquan1999@163.com
About author:WANG Jia-quan, male, born in 1981, PhD, Professor, research interests: reinforced soil structures, foundation engineering, and civil engineering disaster prevention and control.
Supported by:
the National Natural Science Foundation of China (41962017), the Natural Science Foundation of Guangxi Zhuang Autonomous Region of China (2022GXNSFDA035081), the High Level Innovation Team and Outstanding Scholars Program of Guangxi Institutions of Higher Learning of China [2020]6, and the Innovation Project of Guangxi Graduate Education (YCSW2021310).
WANG Jia-quan, CHEN Jia-ming, LIN Zhi-nan, TANG Yi, . Loosening earth pressure based on triangular slip surfaces[J]. Rock and Soil Mechanics, 2023, 44(3): 697-707.