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  5. Upper Bound Method of Non-Persistent Jointed Rock Slope Using Rigid Block Element Method

Upper Bound Method of Non-Persistent Jointed Rock Slope Using Rigid Block Element Method

来源 :中国计算力学大会2018暨国际华人计算力学大会2018 | 被引量 : 0次 | 上传用户：bihaidanxin
【摘 要】
：
Non-persistent jointed rock masses have the rock bridge mechanical effects.The bearing capacity of the non-persistent jointed rock masses is mainly controlled by three factors: geometric distribution
【作 者】
：
Li Ze Liu Yi Hu Zheng Guo Yakun 
【机 构】
：
Faculty of Civil Engineering and Mechanics,Kunming University of Science and Technology,Kunming,Yunn
【出 处】
：
中国计算力学大会2018暨国际华人计算力学大会2018
【发表日期】
：
2018年10期
【关键词】
：
Rock slope rock mechanics non-Persistent Jointed limit analysis 
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论文部分内容阅读
　　Non-persistent jointed rock masses have the rock bridge mechanical effects.The bearing capacity of the non-persistent jointed rock masses is mainly controlled by three factors: geometric distribution characteristics of the joints,the shear strength of the joint and the mechanical properties of the rock bridges.
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