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A review of fracture mechanic behaviors of rocks containing various defects

作     者:Fei Zhao Zhenming Shi Songbo Yu Hongchao Zheng 

作者机构:Department of Geotechnical EngineeringCollege of Civil EngineeringTongji UniversityShanghai 200092China Key Laboratory of Geotechnical and Underground EngineeringMinistry of EducationTongii UniversityShanghai 200092China 

出 版 物:《Underground Space》 (地下空间(英文))

年 卷 期:2023年第12卷第5期

页      面:102-115页

核心收录:

学科分类:08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学(可授工学、理学学位)] 

基  金:supported by the National Key Research and Development Program of China (Grant No.2019YFC1509702) 

主  题:Rock mechanics Preexisting defects Failure patterns Fracture characteristics 

摘      要:The existence of defects in a rock mass is a vital factor complicating the mechanical response of the rock mass under *** characteristics of defects control the rock mass’s mechanical *** report reviews the experimental studies on the influence of simulating the internal defects of rock mass’s mechanical *** effects of preexisting defects(shape,size,number,angle,and other factors)on the mechanical properties and failure modes of the rock are investigated from the perspectives of rock failure and fracture *** fracture propagation mechanisms of different defective rock masses are analyzed by studying the stress state of different defective rock masses under uniaxial *** the defective rock samples with varying inclination angles are destroyed,the relationship among the compressive strength,the fracture propagation,and the failure characteristics is *** primary findings are as *** increase in the size and number of defects rapidly damages the mechanical properties of the rock and intensifies defect penetration and *** rock mechanics characteristics of fissured rocks with different inclination angles show two primary variations:one is a continuous increase,and the other is a decrease followed by an *** result is strongly related to the failure pattern of rocks with preexisting *** investigation is crucial for further studying the failure modes of complex defective rock masses and the geotechnical engineering related to defective rocks.

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