Department of Geology Engineering, Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, 611756, Sichuan, China
Institute of Exploration Technology, Chinese Academy of Geological Sciences, Chengdu, 611734, Sichuan, China
Technology Innovation Center for Risk Prevention and Mitigation of Geohazard, Ministry of Natural Resources, Chengdu, 611734, Sichuan, China
Department of Geology Engineering, Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, 611756, Sichuan, China
Guangze Zhang
China Railway Eryuan Engineering Group Co., Ltd., Chengdu, 610031, Sichuan, China
Bernd Wünnemann
Department of Geology Engineering, Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, 611756, Sichuan, China
Jiajia Zhang
Institute of Exploration Technology, Chinese Academy of Geological Sciences, Chengdu, 611734, Sichuan, China
Technology Innovation Center for Risk Prevention and Mitigation of Geohazard, Ministry of Natural Resources, Chengdu, 611734, Sichuan, China
Minghui Meng
Sichuan Huadi Construction Engineering Co., Ltd., Chengdu, 610081, Sichuan, China
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Total article views: 1,794 (including HTML, PDF, and XML)
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Total article views: 1,330 (including HTML, PDF, and XML)
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Total article views: 464 (including HTML, PDF, and XML)
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We developed three rock bridge models to analyze 3D stability and deformation behaviors of the Tizicao landslide and found that the contact surface model with high strength parameters combines advantages of the intact rock mass model in simulating the deformation of slopes with rock bridges and the modeling advantage of the Jennings model. The results help in choosing a rock bridge model to simulate landslide stability and reveal the influence laws of rock bridges on the stability of landslides.
We developed three rock bridge models to analyze 3D stability and deformation behaviors of the...
