深部巷道锚杆与衬砌支护的数值模拟研究  

Numerical Simulation of Bolting Support and Lining Support in Deep Roadways

作　　者：徐燕[1] 武建军[2] 

机构地区：[1]兰州理工大学理学院工程力学系,甘肃兰州730050 [2]兰州大学土木工程与力学学院,甘肃兰州730000

出　　处：《甘肃科学学报》2009年第4期77-80,共4页Journal of Gansu Sciences

摘　　要：采用大型有限元数值模拟软件ANSYS,对深部巷道锚杆与混凝土衬砌支护前后围岩变形规律进行了数值模拟,对不同支护后围岩位移及塑性区的变化情况进行了系统分析.结果表明,混凝土衬砌支护显著提高了围岩的强度和承载能力,可有效地控制深部巷道的损伤变形.By means of numerical simulation software ANSYS,the deformation regularity of bolting support and concrete lining support for deep roadways is numerically simulated.The displacement and the changes in plastic zone of different supports for surrounding rocks are systematically analyzed.The research results indicate that the strength and bearing capacity of surrounding rocks for concrete lining support roadways is greatly increased.So the deformation of deep roadway is effectively controlled.

关 键 词：深部巷道 锚杆支护 衬砌支护 数值模拟 

分 类 号：TD353[矿业工程—矿井建设]