摘要
介绍了重庆排污工程长江隧洞岩体渗透压力监测设备的布置情况及渗透压力监测结果。结果表明,隧洞顶板和底板的岩体渗透压力与长江水位变化有直接的相关性。
The arrangement of instruments and results of monitoring rock-mass seepage pressure in tunnel across Yangtzi River of Chongqing sewerage system are described. The results show that the changes of seepage pressures at top and bottom of tunnel are directly related to the change of the Yangtzi River water levels.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S1期211-214,共4页
Rock and Soil Mechanics
关键词
长江排污隧洞
岩体渗压
监测
sewage drainage tunnel
rock-mass seepage pressure
monitoring
