摘要
长沙市香樟路道路扩建过程中,因为下水管道基坑开挖,湖南职业病防治研究所医院大楼东楼西边墙墙体开裂,且裂缝持续发展。初步判断是开挖对该处老滑坡造成扰动并出现滑移等险情,文章针对该滑坡进行沉降及水平位移等监测、地质勘察和滑坡稳定性进行分析计算,为下一步的治理设计工作提供依据。
Because of digging channel at the. foot of Xiangzhang road,the east hospital storied building＇s west wall was chapped and the crack was continuous in Hunan Research Institute of Occupational Disease Prevention and Cure in the process of expanding Xiangzhang road.On the basis of survey and analysis,a monitoring system is set up,including installation of inclinometers and water level pipes.According to the displacement obtained from the monitoring system,the cause of landslide is analyzed and corresponding treatment methods are proposed.
出处
《企业技术开发》
2006年第4期58-60,共3页
Technological Development of Enterprise
关键词
道路扩建
滑坡
稳定性计算
expansion of road
landslide
stability calculation
