摘要
十堰市一变电站建在老滑坡上,抗滑桩的施工引发古滑坡复活,后改为先用强夯法整治滑坡,再辅以其他工程,地基安全得到了保证。
A transformer station is located on an old slided area. Slide-proof piles were adopted which induced the resurrection of old slide. Dynamic compaction with auxilliary means was then used. The slope was stablized.
出处
《土工基础》
2006年第3期37-38,49,共3页
Soil Engineering and Foundation
关键词
古滑坡
强夯
场地稳定
old slided are, dynamic compaction, slope stablizing
