辽宁工程技术大学学报（自然科学版）Issue(7)：880-885,6.DOI:10.3969/j.issn.1008-0562.2013.07.004
顺层岩质边坡隧道开挖稳定性数值模拟
Numerical simulation and analysis of stabilization on tunnel excavation of bedding rock slope
杨秀贵 1仉淼 2冯一鸣2
作者信息
- 1. 重庆市高新工程勘察设计院有限公司，重庆 401121
- 2. 山东能源新矿集团内蒙能源长城三号矿，内蒙古 鄂尔多斯016217
- 折叠
摘要
Abstract
This study took Jiafengling tunnel as the typical study case. According to the geological exploration results, this paper chose the typical sections to layout the rational measuring holes for monitoring. The monitoring data were analyzed and put forward that the slope stability was affected with the tunnel excavation and the slope water state is the main factors of the slope stability. Numerical simulation for tunnel excavation was carried out by using MIDAS-GTS software, the tunnel excavation in displacement and strain change rules was analyzed, and the result shows that the excavation of the displacement and strain change is significantly more than that of not excavation, and tunnel portal section is the most important one of the area of collapse and crack failure, therefore, the tunnel portal stability is the critical problem in tunnel design and construction .关键词
隧道/开挖/顺层/岩质边坡/稳定性/位移/应变/数值模拟Key words
tunnel/excavation/bedding/rock slope/stability/displacement/strain/numerical simulation分类
交通工程引用本文复制引用
杨秀贵,仉淼,冯一鸣..顺层岩质边坡隧道开挖稳定性数值模拟[J].辽宁工程技术大学学报（自然科学版）,2013,(7):880-885,6.
