Study on the Development and Distribution Rule of Tensile Shear Fracture Propagation Angle of Fractured Rock Mass Under Seepage Pressure

2019 ◽  
Vol 37 (5) ◽  
pp. 4151-4161 ◽  
Author(s):  
Weitao Liu ◽  
Yuben Liu ◽  
Yanhui Du ◽  
Lifu Pang ◽  
Xiangxi Meng
2011 ◽  
Vol 243-249 ◽  
pp. 2607-2612
Author(s):  
Guo Sheng Lu ◽  
Xun Wang ◽  
Xiao Lan Chen

Fractured rock mass endures tensile-shear and pressure-shear effects under horizontal seismic force. Based on rock fracture mechanics and the maximum circumferential stress theory, the extending condition (that is, the critical acceleration), the extending direction and the crack extension length under different direction of horizontal seismic force have been studied. The results are useful for judging the risk of dangerous rocks and providing a theoretical basis of pre-identification in the earthquake zone.


2019 ◽  
Vol 83 (sp1) ◽  
pp. 609 ◽  
Author(s):  
Zengqiang Han ◽  
Chuanying Wang ◽  
Sheng Hu ◽  
Yiteng Wang

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