摘要
根据皂市水利枢纽右坝肩高程146m以上边坡地质条件,分析了边坡的变形机制,提出了合理加固措施,变形、加固以及运行时对边坡稳定状态的分析,已得到了全程监测资料的证明。本文为以后同类边坡变形提供了分析途径及加固处理参考。
The authors analyzed the mechanism for slope deformation and proposed the suitable measures for consolidation,based on the geological conditions on the 146m level of the right-side shoulder of the Zaoshi key water control project on Xieshui River.The stability analysis during deformation,consolidation and normal operation process is agreeable with monitoring data of the whole course.This paper provides a useful reference for similar slope in the future.
出处
《资源环境与工程》
2005年第2期95-100,共6页
Resources Environment & Engineering
