Journal of Northeastern University Natural Science ›› 2016, Vol. 37 ›› Issue (12): 1789-1794.DOI: 10.12068/j.issn.1005-3026.2016.12.025

• Resources & Civil Engineering • Previous Articles     Next Articles

Experimental Study on the Determination Method of σcc,σci and σcd for Granite Under Different Confining Pressures

CHEN Shi-wan1, YANG Chun-he1,2, WANG Gui-bin2 , WEI Xiang1   

  1. 1. College of Resources and Environmental Sciences, Chongqing University, Chongqing 400044, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.
  • Received:2015-07-24 Revised:2015-07-24 Online:2016-12-15 Published:2016-12-23
  • Contact: CHEN Shi-wan
  • About author:-
  • Supported by:
    -

Abstract: The determination of the stress thresholds of crack closure (σcc), crack initiation (σci) and crack damage (σcd ) of rock is of great significance for understanding the progressive failure process of rock from high-level radioactive geological waste repository. The Brazilian test and triaxial compression test are performed to determine those stress thresholds. Three methods including moving point regression technique, crack volumetric strain and acoustic emission hits rate are applied to determine these thresholds mentioned above. A comprehensive method is proposed to determine stress thresholds accurately and conveniently. The relationship of various thresholds and corresponding confining pressure are also analyzed, results show that σcc is less sensitive to confining pressure compared with the crack damage stress σcd, the crack initiation strength(σci) meets Griffith strength theory, which is confirmed by the tensile strength from Brazilian test.

Key words: crack damage strength, crack initiation strength, crack closure stress, moving point regression technique, crack volumetric strain model, AE

CLC Number: