C
Chunan Tang
Researcher at Dalian University of Technology
Publications - 106
Citations - 2457
Chunan Tang is an academic researcher from Dalian University of Technology. The author has contributed to research in topics: Rock mass classification & Fracture (geology). The author has an hindex of 24, co-authored 104 publications receiving 1551 citations. Previous affiliations of Chunan Tang include Chengdu University of Technology & Northeastern University (China).
Papers
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Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping II project
TL;DR: In this article, the feasibility of monitoring and prediction of rockbursts is discussed, considering the source zones, development cycle and scale, and the heterogeneity of rock is the main reason for the existence of rockburst precursors.
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Experimental study of coalescence mechanisms and failure under uniaxial compression of granite containing multiple holes
TL;DR: In this paper, the authors examined crack initiation and coalescence mechanisms and failure behavior in a granite material containing multiple holes under uniaxial compression and found that the hole distribution strongly affects the stress for crack initiation, coalescence and peak value.
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A statistical meso-damage mechanical method for modeling trans-scale progressive failure process of rock
Gen Li,Chunan Tang,Chunan Tang +2 more
TL;DR: In this article, a statistical meso-damage mechanical method (SMDMM) is developed to model the trans-scale progressive failure process of rock, based on the statistical and continuum damage mechanics theory and the finite element method (FEM).
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Effect of parallel joint interaction on mechanical behavior of jointed rock mass models
TL;DR: In this paper, the results of a physical experiment program undertaken in the laboratory were present in order to better understand the interaction of parallel joints and its effect on the mechanical behavior of jointed rock mass models.
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Numerical simulation of the failure mechanism of circular tunnels in transversely isotropic rock masses
TL;DR: In this article, the failure mechanism for a plane circular tunnel in transversely isotropic rock using the numerical code Realistic Failure Process Analysis (RFPA) was studied. But the authors focused on the failure process of the tunnel in up-roll and down-roll foliated rock masses.