岩土工程施工中基坑边坡失稳及加固处理方法  

Treatment Method for Foundation Pit Slope Instability and Reinforcement in Geotechnical Engineering Construction

作　　者：吉星刚 朱弘扬 Ji Xinggang;Zhu Hongyang

机构地区：[1]中国建筑材料工业地质勘查中心江苏总队,江苏南京210000

出　　处：《江苏建材》2025年第2期101-102,共2页Jiangsu Building Materials

摘　　要：下文从岩土工程施工基坑边坡失稳引发的原因出发,阐述了基坑边坡失稳常用加固处理方法,从勘查工程现场环境、加强基坑科学设计、持续监测基坑变形、合理选用加固处理方法等方面入手,提出有效措施,以供参考。Based on the causes of foundation pit slope instability in geotechnical engineering construction,the common reinforcement treatment methods for foundation pit slope instability are expounded,and effective measures are put forward for reference from the aspects of investigating the engineering site environment,strengthening the scientific design of foundation pit,continuously monitoring foundation pit deformation,and reasonably selecting reinforcement treatment methods.

关 键 词：岩土工程 基坑边坡 失稳 加固 方法 

分 类 号：U213.13[交通运输工程—道路与铁道工程]