摘要
研究区崩塌位于阿拉山口市与博乐市之间的唯一主通道S205省道K19处的重要交通位置旁,为岩质崩塌。为了分析崩塌的变形现状及将来发展趋势,对崩塌进行了野外调查、现场勘察、室内试验和数值模拟,对崩塌体变形特征和稳定性进行了定性和定量分析。
the collapse in the study area was located at provincial road K19 of S205,the only main channel between Alashankou City and Bole City,near the important traffic location,and was a rock collapse.In order to analyze the present situation and future development trend of the collapse,field investigation,field investigation,laboratory test and numerical simulation of the collapse were carried out,and the deformation characteristics and stability of the collapse body were analyzed qualitatively and quantitatively.
作者
吴绍英
敬广秀
赵丽欣
WU Shaoying;JING Guangxiu;ZHAO Lixin(Institute of Geological Environment Monitoring,the Xinjiang Uygur Autonomous Region,Urumqi 830000,China;The First Hydrological Engineering Geology Brigade,Xinjiang Bureau of Geo-exploration&Mineral Resources,Urumqi 830000,China)
出处
《路基工程》
2020年第3期196-199,共4页
Subgrade Engineering
关键词
崩塌
稳定性
数值模拟
试验
变形特征
collapse
stability
numerical simulation
test
deformation characteristics
