摘要
由于环境、施工准备不足以及施工管理等因素的影响,导致岩土工程的基坑边坡失稳,本文结合项目施工现状,详细分析了传统HDPE防渗膜加固技术、抗滑桩支护技术、复合型加固技术以及排水加固技术等应用,并提出基坑边坡失稳的加固方案。从地质稳定性、加固设计合理性、施工组织等方面,为进一步提高岩土工程施工质量提供参考。
Due to factors such as environmental factors,insufficient construction preparation,and construction management,the instability of foundation pit slopes in geotechnical engineering has been caused.Based on the current construction situation of the project,this article analyzes in detail the application of traditional HDPE anti-seepage membrane reinforcement technology,anti-skid pile support technology,composite reinforcement technology,and drainage reinforcement technology,and proposes reinforcement plans for the instability of foundation pit slopes.To provide reference for further improving the quality of geotechnical engineering construction from aspects such as geological stability,rationality of reinforcement design,and construction organization.
作者
何难
HE Nan(Guizhou Coalfield Geological Bureau 159th Brigade,Panzhou 553500,China)
出处
《世界有色金属》
2023年第19期220-222,共3页
World Nonferrous Metals
关键词
岩土工程
基坑边坡
边坡失稳
加固处理
geotechnical engineering
Foundation pit slope
Slope instability
Reinforcement treatment
