Instability and deformation behaviors of root-reinforced soil under constant shear stress path
The 23rd International Symposium on Geo-disaster Reduction
Zou Xuan Wuhan University
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Amplification effect analysis of loess disaster chain based on pfc-flac coupling simulation
The 23rd International Symposium on Geo-disaster Reduction
赵 安 Northwest University
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Deformation and failure mechanisms of gently inclined slopes under multi-seam mining: insights from physical modelling tests
The 23rd International Symposium on Geo-disaster Reduction
Yao Zhongshao College of Resources and Environmental Engineering, Guizhou University
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test1
The 5th IEEE International Conference on Electrical Materials and Power Equipment
Lu Jie 企泰信息
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Experimental Investigation of Capillary Barrier Cover Systems for Mitigating Rainfall-Induced Shallow Landslides in Loess
The 23rd International Symposium on Geo-disaster Reduction
Zhang Yaguo Chang'an University
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Experimental Study on the Mechanical Properties of Rock Joints under High-Speed Cyclic Shear Conditions
The 23rd International Symposium on Geo-disaster Reduction
Zheng Wei tongji university
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Investigation of impact-induced erosion from rockfalls in long-runout landslides with high-altitude
The 23rd International Symposium on Geo-disaster Reduction
Liu Weichao Tongji University
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