抗滑桩加固斜坡软土稳定事故原因分析及处理措施  

Fault analysis and trouble removal on the soft-soil slop stability treating by anti-slide pile

作　　者：钟岱辉[1] 王新平[1] 

机构地区：[1]山东建筑工程学院土木工程学院,山东济南250014

出　　处：《四川建筑科学研究》2005年第1期75-78,共4页Sichuan Building Science

摘　　要：对在边坡饱和软土上路堑开挖施工过程中出现的边坡滑坍、抗滑桩失稳和混凝土护壁破坏等工程事故进行了系统全面的分析探讨;根据边坡饱和软土特殊的工程地质情况,结合工程实际,提出了相应的加固、处理综合技术措施。This study analyzes and probes systematically the engineering accidents that taken place in the construction course of the road moat excavation over the saturated soil side slop,such as the slippery collapse,the anti-slide pile lose steady and the safeguard wall damage of the reinforced concrete etc.Considering the special geological condition and the practical situation,we put forward the corresponding comprehensive technical measures of the reinforcement and the treatment on the project.

关 键 词：饱和软土 加固 工程事故 施工过程 护壁 抗滑桩 混凝土 边坡滑坍 路堑开挖 处理措施 

分 类 号：TU473[建筑科学—结构工程] U416[建筑科学—土工工程]