干湿循环条件下膨胀土边坡失稳分析
Instability Analysis of Expansive Soil Slope Under Dry and Wet Cycle of Municipal Road
潘松子1
作者信息
- 1. 贵州贵安建设工程有限公司,贵州 贵阳 550031
- 折叠
摘要
为有效探究干湿条件下膨胀土边坡失稳机理,提高边坡滑坡治理效果,文中依托贵安新区市政道路边坡滑坡处置实例,分析干湿循环作用对膨胀土强度的影响,深入研究膨胀土边坡三种代表性失稳破坏形式及形成机理,并提出针对性处置措施.
Abstract
In order to effectively explore the instability mechanism of expansive soil slope under wet and dry conditions and improve the treat-ment effect of slope landslide.Based on the example of landslide treatment of municipal road slope in GUI'an New District,this paper analyzes the influence of dry and wet cycling on expansive soil strength,deeply studies three representative failure forms and formation mechanisms of expansive soil slope,and puts forward targeted treatment measures.
关键词
膨胀土路堑/干湿循环/滑坡机理/加固措施Key words
Expansive soil cutting/Dry and wet cycle/Landslide mechanism/Reinforcement measure引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据