The circular chamber rockburst under uniform confined pressure occurs and ends by the phase of the plastically deforming localization of rock ring in softening zone on the traditional meaning. The carrying force in the concentration zone of plastic deformation reduces under limiting state
but comparatively intact part in rock ring unloads by way of elasticity. The rockburst occurs when the elastic energy released by latter is more than the dissipated energy by former in plastically deforming form. The catastrophe model of tunnel rockburst is established forthright by the relationship between equivalent stress and equivalent strain
and state variable is expressed by softening zone radius R. Analysis shows: The occurrence condition of rockburst has relations with the product of the rock’s ratio of elastic modulus to descending modulus and crack growth degree of rocks. To rock with specific rockburst tendency
there is corresponding critical depth of softening zone
i.e. rockburst occurs when softening zone depth reaches . The amount of earthquake energy that released by rockburst has also relations with the deepening degree of softening zone.
Analysis of rockburst proneness under condition of combining spalling
Test of rockburst in straight-wall-top-arch roadways(tunnels) and its splitting and shearing failure analysis
Influence of mechanical characteristics of deep-buried marble on rockburst occurrence conditions
An equivalent continuum model for exfoliation or slabbing phenomenon of surrounding rock of circular tunnel and effects of lateral pressure coefficients
考虑预压压力的理化复合法处理流泥的强度发展模型
Related Author
ZHOU Hui
HU Shan-chao
LU Jing-jing
ZHANG Chuan-qing
ZHANG Xiao-jun
WANG Dong
XIAO Chao
ZHENG Huai-chang
Related Institution
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Resources and Environment,Shandong University of Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University
State Key Laboratory of Geomechanics and Geotechnical Enginnering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences