论文摘要
This paper determines the geographical location and geological structure of the landslide area based on comprehensive technical means such as on-site investigation and laboratory tests.By using various means including drilling and shallow well trenching,the lithology of the study area,the position of the sliding surface,the rock mass composition of the sliding zone,and the structure of the sliding body are examined.The results show that:（1） Sanzhangtian landslide has undergone multiple deformations such as tensile failure in recent years.（2） The unstable sliding surface of the landslide is located at the soil-rock joint surface,and the lithology is silty clay.（3） The rock and soil body at the contact surface of the landslide and the bedrock is located below the groundwater level in the study area.Sliding will occur due to the impact of groundwater and continuous rainfall.（4） According to the Sanzhangtian landslide drilling,the shallow well trenching combined with the main section of the landslide sliding along the main axis,it shows that there are two possible landslide shearing locations in the study area.The 1# shear crack is located in the middle of the landslide,the basketball court of Xinwen Primary School;the 2# shear crack is located on the slope corner or the bank of the dry river.（5） Based on the quantitative study of landslide body stability,the sliding body is basically stable-under-stable.
论文目录
文章来源
类型: 国际会议
作者: Hongzhen YAN,Ge GAO,Jieyong ZHU,Guomin XU
来源: The 7th Academic Conference of Geology Resource Management and Sustainable Development 2019-12-29
年度: 2019
分类: 基础科学,工程科技Ⅱ辑
专业: 地质学,地质学,工业通用技术及设备
单位: College of Land and Resources Engineering,Kunming University of Science and Technology,Southwest Youse Kunming Survey and Design(Institute) Co.,Ltd.
分类号: P642.22
DOI: 10.26914/c.cnkihy.2019.055031
页码: 667-672
总页数: 6
文件大小: 415k
下载量: 2