摘要
阿尔塔什面板坝右岸600m级高陡边坡地质条件复杂、治理区域分散、岩体较为破碎、断层分布且节理裂隙发育,易引发各种工程安全问题。介绍了根据施工需要、利用软件及现场试验深入研究边坡稳定中存在的不确定性因素、提出合理的加固处理方案和措施过程,保障了高边坡防护处理进度,有效减少了高边坡作业的安全隐患。
The geological condition of 600m high and steep slope on the right bank of Aertash CFRD is complex with scattered governance areas, fractured rock mass, fault distribution and joint fissure developing which may cause various engineering safety problems. Base on construction needs, this paper introduces intensive study on uncertain factors in slope stability by applying software and field tests, and proposes reasonable reinforcing scheme and treatment measure processes to ensure high slope protection work progress as well as effectively reduces safety hazards during high slope construction.
作者
李乾刚
石永刚
孙晓晓
LI Qiangang;SHI Yonggang;SUN Xiaoxiao(Sinohydro Bureau 5 Co., LTD, Chengdu, Sichuan, 610066)
出处
《四川水力发电》
2019年第3期8-11,共4页
Sichuan Hydropower
关键词
高陡边坡
防护
研究
阿尔塔什面板坝
high and steep slope
protection
study
Aertash CFRD Project