摘要
结合西（安）-合（肥）高速公路深埋隧道工程,基于GEO-SLOPE的渗流分析模块SEEP/W,分析了隧道西侧的拟建李家河水库在存在20～54 m的水头差作用下水库库水对隧道的渗流影响.给出了相应的渗流场分布,预测出了水库库水对隧道的渗流量,并结合具体情况拟定了相应的防治措施.
In combining with the deep-burried tunnel engineering in Xi＇ an-Hefei superhighway and based on GEO-SLOPE seepage flow analysis module SEEP/W, this paper analyzes the effects of reservoir water in Lijiahe reservoir to be constructed under the action of 20～54 m water head difference upon the tunnel seepage flow. This paper suggests the corresponding seepage flow field distribution, predicts the seepage flow quantity of reservoir water to the tunnel and works out the corresponding prevention and control measures in combining with the concrete conditions.
出处
《西安理工大学学报》
CAS
2006年第2期171-174,共4页
Journal of Xi'an University of Technology
基金
国家自然科学基金资助项目(10572090)
关键词
高水头
渗流量
渗流分析模型
水库
隧道
high water head
seepage flow quantity
seepage analysis model
reservoir
tunnel
