摘要
以苏州绕城高速公路K19滑坡工程为例,对滑坡工程地质条件及特征、滑坡成因和形成机制进行了研究。结果表明,该滑坡受地形地貌和物质结构条件控制,受人为工程切坡和降雨诱发而形成的。最后,在确定影响滑坡稳定的主要控制因素和失稳机理的基础上,分析和评价了不同工况条件下的稳定性,提出了进行滑坡防治的工程对策。
Based on study the landslide engineering of K19 section of highway around Suzhou, the engineering geological conditions and characteristics, cause and mechanism of the landslide are discussed. It shows that the landslide is controlled by landform and material-texture conditions, and induced by engineering excavation and precipitation. Eventually, based on the main control factors and sliding mechanism of the landslide, the slope stability is analyzed under different conditions. Some treatment ways are put forward to it.
出处
《山地学报》
CSCD
北大核心
2005年第5期585-588,共4页
Mountain Research
关键词
滑坡
工程地质特征
失稳机理
治理
landslide
engineering geological characteristic
sliding mechanism
treatment
