摘要
具有垂直交错贯通裂隙的岩体，在暴雨的触发下，极易失稳。对岩体失稳之临界水深（ｈｋ）及其剩余推力等有关问题进行探讨，从而解决了丰都县新县城南迁三峡移民工程中横四路南坡整治中的有关技术问题。
he rock mass with perpendicular, through cracks is very easy to losestabititv under the trigger of rainstorm. This paper probed into the cricital depthof unstable rock mass and remainder thrust, etc. Thus causing some technical pr-oblems be solved.such as in the Yantze Gorges emigration engineering,the southsIop regulation works of south removing the new address of Fendu county.
出处
《江西水利科技》
1994年第3期245-248,共4页
Jiangxi Hydraulic Science & Technology
关键词
岩体
裂隙水
临界水深
稳定分析
Rock mass
Frackture weter
Cricital depth of flow
Stability analvsis
