土木工程与管理学报2012，Vol.29Issue(4)：65-69,74,6.
隧道塌方处理中管棚支护的力学模型与计算分析
Mechanical Model and Computational Analysis of Long Pipe Roof for Tunnel Collapse
杨曌 1胡五洲 2陈可祥 2田常兵 2王元汉1
作者信息
- 1. 华中科技大学土木工程与力学学院,湖北武汉430074
- 2. 湖北省十白高速公路建设指挥部,湖北十堰442000
- 折叠
摘要
Abstract
In the construction of tunnels and underground structures, there is more and more tunnel collapse because of the complicated geometrical and topographical conditions. Due to the unpredictability of the collapse, seriousness of the results and complication of the treatment, the collapse is a very difficult problem in the tunnel construction. The long pipe roof is a longitudinal support using steel pipes or sheets. As this structure has great rigidity and long span, it is an effective form to treat the tunnel collapse. In this paper, the mechanical model of the long pipe roof to treat the tunnel collapse is studied. A simple and effective mechanical model is proposed. The relative parameters have been calculated. Using this model, the treatment of Sigou Tunnel of Shibai Express has been analyzed. The example shows that the proposed model is reasonable and valid and the rationality of the treatment scheme has been proved by the numerical simulation, monitoring and measuring data.关键词
隧道塌方/管棚支护/力学模型/监控量测/数值计算Key words
tunnel collapse/long pipe roof/mechanical model/monitoring and measuring/numerical calculation分类
交通工程引用本文复制引用
杨曌,胡五洲,陈可祥,田常兵,王元汉..隧道塌方处理中管棚支护的力学模型与计算分析[J].土木工程与管理学报,2012,29(4):65-69,74,6.
