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《Chinese Journal of Underground Space and Engineering》 2007-04
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Development in Joints Research and Its Application to Rock Mass Containing Discontinuous Joints

LIU Yuan-ming 1,2,3,XIA Cai-chu 1,2LI Hong-zhe 1,2(1.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China;3.School of Civil Engineering and Architecture,Guizhou University,Guiyang 550003,China)  
The surface profile of joints can be characterized by the waviness and unevenness components.The geometric and mechanical properties of discontinuious joints rockmass have important influence on its failure mechanism and strength.The rough profile of the joint suface is modeled as a series of irregular shaped,triangular asperities.Both the typical theories and development of failure mechanism for joints were summarized and their applicability was discussed.According to the current situation of the study,a new idea is proposed that new failure mechanism and theories are applied to study strength and deformation properties for discontinuous joint rockmass with considering joint waviness and unevenness.
【Fund】: 国家自然科学基金项目(No.40472142和No.50579088)
【CateGory Index】: TU45
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