西华大学学报（自然科学版）2011，Vol.30Issue(5)：106-109,4.
连拱隧道围岩渗透系数对渗流场影响的数值模拟研究
Simulation Study on the Effect of Rock Permeability Coefficient in Multi-arch Tunnel on Seepage Field
王道良 1刘新荣 2陈山泉 2王建华1
作者信息
- 1. 招商局重庆交通科研设计院有限公司,重庆 400067
- 2. 重庆大学土木工程学院,重庆 400030
- 折叠
摘要
Abstract
To Yulingguan tunnel project as the basis, combined with the numerical simulation, using the Midas-CTS software, follow the DP criteria, a common double-arch tunnel under water seepage water permeability characteristics of rock the size of the flow field characteristics were studied, combined with practical engineering and numerical simulation results obtained some useful conclusions.关键词
渗流场/连拱隧道/渗透系数/数值模拟Key words
seepage field/ multi-arch tunnel/ rock permeability coefficient/numerical simulation分类
交通工程引用本文复制引用
王道良,刘新荣,陈山泉,王建华..连拱隧道围岩渗透系数对渗流场影响的数值模拟研究[J].西华大学学报（自然科学版）,2011,30(5):106-109,4.
