摘要
通过采用现场调查、静力触探试验和十字板剪切试验等多种勘察手段相结合,查明了某水库堆渣场围堰软土地基滑坡的平面分布范围和空间影响深度,并分析了滑坡产生的原因。对类似软土地基上堤坝填筑工程的建设具有借鉴作用。
According to the field investigation, the cone penetration tests and the cross plate shear test, the distribution range and the influence depth of the escorial cofferdam landslip of a reservoir in eastern Zhejiang are ascertained. The origin of the landslip which has some reference forbuilding the stack engineering on the soft soil foundation is analyzed.
出处
《工程建设与设计》
2014年第8期68-70,共3页
Construction & Design for Engineering
关键词
软土地基
滑坡
成因分析
soft foundation
landslip
origin analysis
