Impact of back edge tensile cracks on soil slope stability evaluation: State-of-the-art research
Civil Engineering|更新时间:2024-07-02
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Impact of back edge tensile cracks on soil slope stability evaluation: State-of-the-art research
“In the field of soil slope stability evaluation, experts have delved into the influence of trailing edge tension cracks on the instability mode and stability of soil slopes, providing theoretical basis for establishing a slope tension shear coupled failure stability evaluation system.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 4, Pages: 39-49(2024)
作者机构:
中山大学 地球科学与工程学院
南方海洋科学与工程广东省实验室(珠海)
广东省地球动力 作用与地质灾害重点实验室,广东 珠海 519082
作者简介:
TANG Liansheng (1963- ), professor, doctorial supervisor, main research interest: geotechnical engineering, E-mail: eestls@mail.sysu.edu.cn.
基金信息:
National Natural Science Foundation of China(41877229);Natural Science Foundation of Guangdong(2018B030311066);China Postdoctoral Science Foundation(2019M663241)
TANG Liansheng,ZHENG Dengheng,WANG Yuxi,et al.Impact of back edge tensile cracks on soil slope stability evaluation: State-of-the-art research[J].Journal of Civil and Environmental Engineering,2024,46(04):39-49.
TANG Liansheng,ZHENG Dengheng,WANG Yuxi,et al.Impact of back edge tensile cracks on soil slope stability evaluation: State-of-the-art research[J].Journal of Civil and Environmental Engineering,2024,46(04):39-49. DOI: 10.11835/j.issn.2096-6717.2022.017.
Impact of back edge tensile cracks on soil slope stability evaluation: State-of-the-art research
Chongqing Bureau of Geology and Mineral Exploration
Hydrogeology & Engineering Team , Chongqing Bureau of Geology and Mineral Exploration (Chongqing Reconnaissance and Design Academy of Geological Disasters Prevention and Treatment Engineering)