摘要
选取西南某建筑施工中遇到的高边坡开挖为研究对象,分析其破坏模式利用数值模拟来计算支护方案的稳定性。
In this paper,a high slope excavation encountered in a southwest building is selected as the research object,its failure mode is analyzed and the stability of the support scheme is calculated by numerical simulation.
作者
许广飞
张冲冲
胡宣
XU Guang-fei;ZHANG Chong-chong;HU Xuan(Key Laboratory of the Ministry of Land and Resources of Karst Environment and Geology Disasters,Guizhou University,Guiyang 550000,China)
出处
《水利科技与经济》
2019年第7期15-19,共5页
Water Conservancy Science and Technology and Economy
关键词
高边坡
稳定性
破坏模式
支护
high slope
stability
failure mode
support
