摘要
某大型缓倾陡节理路堑边坡 ,在上部薄表土滑动作用下岩质坡体倾倒破坏。通过分析路堑边坡体宏观破坏特征、主要影响因素、复合破坏机制 ,找出了其应急治理对策并已成功实践。该对策可供类同条件下公路建设与损害治理参考。
A certain large gently inclined cut slope was destructed by its rock slope failure due to top soil sliding. The macro failure characteristics, the main failure factors and comprehensive failure mechanism are analysed, its emergency harnessing tactics are found out and have been practised successfully. The tactics is available for reference in highway construction and highway damage harnessing under similiar condition.
出处
《矿冶工程》
CAS
CSCD
北大核心
2003年第6期20-22,共3页
Mining and Metallurgical Engineering
关键词
高等级公路
倾倒滑坡
复合破坏
缓倾节理
宏观破坏特征
highway
inclined slope failure
comprehensive failure
gently inclined joint
macro failure characteristics
mechanism and tactics
