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深部巷道锚杆与衬砌支护的数值模拟研究
引用本文:徐燕,武建军.深部巷道锚杆与衬砌支护的数值模拟研究[J].甘肃科学学报,2009,21(4):77-80.
作者姓名:徐燕  武建军
作者单位: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
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.

关 键 词:深部巷道  锚杆支护  衬砌支护  数值模拟

Numerical Simulation of Bolting Support and Lining Support in Deep Roadways
XU Yan,WU Jian-jun.Numerical Simulation of Bolting Support and Lining Support in Deep Roadways[J].Journal of Gansu Sciences,2009,21(4):77-80.
Authors:XU Yan  WU Jian-jun
Institution:XU Yan1,WU Jian-jun2(1.Department of Engineering Mechanics,School of Sciences,Lanzhou University of Science and Technology,Lanzhou 730050,China,2.School of Mechanics and Civil Engineering,Lanzhou University,Lanzhou 730000,China)
Abstract: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.
Keywords:deep roadway  bolting support  lining support  numerical simulation  
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