›› 2016, Vol. 37 ›› Issue (7): 2101-2108.doi: 10.16285/j.rsm.2016.07.035

• Numerical Analysis • Previous Articles     Next Articles

Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting

ZOU Fei1, 2, 3,LONG Wan-xue1,LI Liang2   

  1. 1. Guizhou Transportation Planning Survey & Design Academe, Guiyang, Guizhou 550081, China; 2. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China; 3. Construction Engineering Quality Supervision Bureau of Guizhou Province, Guiyang, Guizhou 550000, China
  • Received:2016-02-18 Online:2016-07-11 Published:2018-06-09
  • Supported by:

    This work was supported by the Science and Technology Project of Transportation Department of Guizhou Province(2015122046).

Abstract: Based on the cavity expansion theory, the influences of the geometric parameter (edge angle), the rock mechanical parameters (compressive strength and Poisson's ratio) on the radius of elastic-plastic interface in rocks under wedge cutting conditions are studied. The results show that the smaller the blade angle, the larger the damaged area and the larger the elastoplastic radius when the contact width between the blade and rock is constant. When the other factors remain unchanged, the increase of the Poisson's ratio or the increase of the compressive strength leads to a decrease in the radius of elastoplastic interface. The sensitivity of the three factors is studied by the sensitivity analyzing method. Under a certain contact width, the blade angle has the most significant influence on the damaged area. A numerical model of the penetration of indentation is developed by using the software ABAQUS. The numerical results show that the changes of the blade angle can significantly influence the spatial position of the point with the maximum tensile stress and the direction of minimum gradient.

Key words: wedge cutter, cavity expansion theory, edge angle, parameter sensitivity analysis

CLC Number: 

  • O 241

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