摘要
通过对某电站引水明管段工程地质环境的简述,介绍了滑塌体的基本特征及管线段岩(土)体的工程地质特性,提出了明管段岩(土)体物理力学参数建议值和处理措施应掌握的工程地质原则,最后指出防止地下水入渗是治理边坡的关键。
According to the description on the geological environment of the diversion pipe section project of one power station,the author introduces the basic characteristic of the slip block and the project geological characteristic of the pipe line section rock,provides the physical and mechanical parameters suggested values of the pipe section rock and the project geological principle which should be grasped by treatment measures,finally points out that preventing the underground water from infiltration is key of treating slope.
出处
《山西建筑》
2009年第33期117-118,共2页
Shanxi Architecture
关键词
明管段
边坡
覆盖层
滑塌
pipe section
slope
overburden layer
slumping