岩土工程施工中基坑边坡失稳及加固处理技术  

Unstability and Reinforcement Technology of Foundation Pit Slope in Geotechnical Construction

作　　者：胡枫 HU Feng(Jiangxi Geo-Engineering Group Corporation Limited,Nanchang 330038,China)

机构地区：[1]江西省地质工程集团有限公司,南昌330038

出　　处：《工程建设与设计》2024年第19期36-38,共3页Construction & Design for Engineering

摘　　要：为有效解决岩土工程施工中基坑边坡失稳问题,分析了岩土工程施工中基坑边坡失稳的原因,并对挂网锚喷施工技术以及系统化基坑边坡加固处理进行了探讨。研究发现,在处理基坑边坡失稳问题时,利用挂网喷射混凝土支护技术可以更好提升基坑边坡加固处理质量,从而保证工程项目的顺利开展。In order to effectively solve the problem of foundation pit slope instability in geotechnical construction,this paper analyzes the reasons of foundation pit slope instability in geotechnical construction,and discusses the construction technology of anchor spray and systematic foundation pit slope reinforcement.It is found that when dealing with the problem of foundation pit slope instability,the use of hanging net shotcrete support technology can better improve the quality of foundation pit slope reinforcement treatment,so as to ensure the smooth development of the project.

关 键 词：岩土工程 基坑施工 边坡失稳 边坡加固 

分 类 号：TU753.8[建筑科学—建筑技术科学]