THE MICRO-CONTACT CHARACTERISTCS OF DOUBLE ROUGH SURFACES AND THE RELATION TO THE SHEAR STRENGTH OF FRACTURED ROCKS
WANG Jin?an1,WANG Yuxi1,CAO Qiuju2
(1.Key Laboratory of Education Ministry for Safety and High Efficiency Mining of Metal Mine,University of Science and Technology Beijing,Beijing 100083,China;2. China Electronics Engineering Design Institute,Beijing 100142,China)
Abstract:The shear strength of fractured rocks is of great importance for the stability prediction of rock mass. In order to investigate the relationship of the contact configuration from micro scope of double rough surfaces in contact with the shear strength of fractured rocks,the creep shear tests are carried out for fractured rocks induced by compressive shear and indirect tension. By means of laser scanning image procession and the geometric reconstruction of the double rough surfaces in fractured rocks, and through“slice-island method”,the contact configuration and contact area are analyzed. The study shows that the contact shape displays an irregular“coast line”style for compressive shear fractures and“scattered islands”style for tensile fractures in rocks. The contact area for tensile fractured rocks is significantly greater than that for compressive shear fractured rocks. Although the formation mechanism of the fractured rocks is different,or even the applied normal forces are at different levels,the creep shear strength is directly proportional to the contact area,implying that the contact area can be a candidate index in evaluation of the influence of surface roughness to the shear strength of fractured rocks. The results remain a referential value in construction of the contact constitutive model as well as of shear strength criterion for the fracture rocks.
王金安1,王煜曦1,曹秋菊2. 断裂岩石双翼表面细观接触特征与剪切强度关系[J]. 岩石力学与工程学报, 2015, 34(08): 1522-1531.
WANG Jin?an1,WANG Yuxi1,CAO Qiuju2. THE MICRO-CONTACT CHARACTERISTCS OF DOUBLE ROUGH SURFACES AND THE RELATION TO THE SHEAR STRENGTH OF FRACTURED ROCKS. , 2015, 34(08): 1522-1531.