›› 2013, Vol. 34 ›› Issue (S2): 57-61.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on mechanical behaviors and failure modes of layer shale

JIA Chang-gui1,CHEN Jun-hai1,GUO Yin-tong2,YANG Chun-he2,XU Jing-bin2,WANG Lei2   

  1. 1. Sinopec Research Institute of Petroleum Engineering, Beijing 100101, China; 2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2013-03-23 Online:2013-11-11 Published:2013-11-19

Abstract: The mechanical characteristics of shale with different beddings coring were investigated by MTS815 rock mechanical test system. The failure modes,deformation and strength characteristics are obtained. The results indicate that: (1) It shows significantly different properties, when the sample paralleled to bedding plane; it has maximum value of compressive strength and minimum value when the sample has a angle of 30° with bedding plane. The elastic modulus deceases with the increase of the coring angle. (2) Under the condition of uniaxial compression, the angle of 0°, the main failure mode is split failure along the beddings; the angle of 30°, it is shear failure along the weakness plane, the angle of 60°, it is wide-angle shear failure along the weakness plane; the angle of 90°, it is stretch-draw failure. (3) Under the condition of triaxial compression, angle of 0°, it shows several failure surfaces, combined split and shear failure actions; the angle of 30°,it shows shear failure along to the beddings; the angle of 60°, it shows shear failure and the angle of failure surface is 45° to 50°; the angle of 90°, it shows shear failure and it has several parallel failure surfaces. The results can provide an important way for fracture optimization design.

Key words: layer shale, bed plane, mechanical characteristics, failure mode

CLC Number: 

  • TU 45
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