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锚杆锚索联合支护数值模拟及现场应用
引用本文:黄伟洪,路世豹,陈成意,张春礼,于广明.锚杆锚索联合支护数值模拟及现场应用[J].青岛建筑工程学院学报,2009(2):23-26.
作者姓名:黄伟洪  路世豹  陈成意  张春礼  于广明
作者单位:青岛理工大学土木工程学院,青岛266033
基金项目:国家自然科学基金项目(50874064)
摘    要:分析锚杆锚索联合支护作用机理.根据现场实测围岩参数,采用FLAC3D有限差分计算软件建立相应数值分析模型,模拟不同锚杆间距、不同锚索数量下的锚杆锚索联合支护效果,得出合理、经济的锚杆间距和锚索数量.并与现场试验相比较,验证了模拟的正确性.研究结果对类似巷道的支护设计有一定指导作用.

关 键 词:采矿工程  锚杆支护  锚索支护  共同作用  数值模拟

Numerical Simulation and In-Site Application of the Anchor and Cable Combining Support
HUANG Wei-hong,LU Shi-bao,CHEN Cheng-yi,ZHANG Chun-li,YU Guang-ming.Numerical Simulation and In-Site Application of the Anchor and Cable Combining Support[J].Journal of Qingdao Institute of Architecture and Engineering,2009(2):23-26.
Authors:HUANG Wei-hong  LU Shi-bao  CHEN Cheng-yi  ZHANG Chun-li  YU Guang-ming
Affiliation:(School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China)
Abstract:According to the in-site observed parameters and the mechanism of the anchor and cable combining support analyses,corresponding numerical analysis model by FLAC3D(Fast Lagrangian Analysis for Continuum)is set up to simulate the effect of the anchor and cable combining support in different rows and distances,therefore,a reasonable and economical distance of the anchors and the number of cables is obtained.The validity of the numerical simulation method is testified compared with the results of the field test.The results make guidance in the similar design of the roadway support.
Keywords:mining engineering  rock bolting  cable bolting  interaction  numerical simulation
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