Centrifuge model tests on excavation-induced failure of slopes

被引:0
|
作者
Li Ming [1 ]
Zhang Ga [1 ]
Hu Yun [1 ]
Lee, C. F. [1 ]
机构
[1] Tsinghua Univ, Dept Hydraul & Hydropower Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
关键词
slope; excavation; centrifuge model test; image analysis;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on the centrifuge of Tsinghua University, a new device was developed to conduct the excavation of a slope in flight. The centrifuge model test was conducted to simulate the excavation of a cohesive slope. The displacement field was measured during the excavation. The results show that the failure process of the slope begins at the bottom of the slope and extends to the top eventually, including two stages: small deformation stage and rapidly increasing deformation stage. Cracks occurred in the top due to tension, however, their extension can be attributed to the cooperation of tension and shear along with the shear zone.
引用
收藏
页码:366 / 370
页数:5
相关论文
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