摘要
文章以郑万铁路重庆段土建9标路基工点滑坡整治工程为背景,遵循“技术可行、经济合理、标本兼治、不留后患”的原则,通过地质条件与滑坡特征及其稳定性分析,提出了“抗滑桩(锚固桩)+挡土墙”的综合整治方案,同时辅以地表排水设施和框架锚杆,提升了滑坡体的稳定性,消除了安全隐患。
Based on the background of landslide treatment engineering of subgrade work site in No.9 bid section of Chongqing section on Zhengzhou-Wanzhou Railway,following the principle of"technically feasible,economically reasonable,treating both the symptoms and root causes,and leaving no future trouble",through the analysis of geological conditions,landslide characteristics and stability,a comprehensive treatment scheme of"anti-slide pile(nonskid pile)+retaining wall"is put forward,supplemented by surface drainage facilities and frame anchor rods to improve the stability of landslide body and eliminate potential safety hazards.
作者
袁泽钧
YUAN Zejun(China Railway Eryuan(Chengdu)Consulting and Supervision Co.,Ltd.,Chengdu 610036,Sichuan,China)
出处
《工程技术研究》
2023年第19期75-77,共3页
Engineering and Technological Research
关键词
软土路基
滑坡体
稳定系数
soft soil subgrade
landslide body
stability coefficient
