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西安市长安区抱龙峪滑坡成因分析及治理方案

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以西安市长安区抱龙峪滑坡为研究对象,在分析滑坡基本特征及形成原因基础上,通过勘查提供的岩土数据并结合参数反演对滑坡进行稳定性评价,确定滑坡设计所需的岩土参数,根据设计原则,提出治理方案.研究表明:抱龙峪滑坡为浅层堆积层滑坡,由降雨诱发的;滑坡在天然状态下处于欠稳定状态.根据滑坡的稳定性最终确定其采用"坡体回填+桩板墙+被动防护网+钢筋混凝土挡墙+截排水"综合治理.楔形体滑槽进行回填,桩板墙和钢筋混凝土挡墙布设于滑坡坡脚,被动防护网布设于桩顶和墙顶,急流槽和排水沟布设于坡体上,排出坡体上雨水,保证滑坡的稳定性.
Analysis and Mitigation of Baolongyu Landslide in Chang'an District,Xi'an
This paper presents the case history of Baolongyu landslide in Chang'an District,Xi'an City.The basic characteris-tics of the subsurface conditions at the landslide site,possible factors that might triggering the landslide are evaluated and the stability of the landslide is also performed through the geotechnical data provided by the investigation and the back analysis.The geotechnical parameters required for the landslide mitigation design are obtained and the mitigation plan is therefore pro-posed.The research results show that the Baolongyu landslide is a shallow accumulation landslide induced by the rainfall;The landslide is in an unstable state under the natural conditions.According to the stability of the landslide analysis,the concept of comprehensive mitigation:"slope backfill+sheet pile wall+passive protective wire mesh net+reinforced concrete retaining wall+intercepting and drainage"is finally adopted.The wedge-shaped chute is backfilled,the sheet pile wall and the rein-forced concrete retaining wall are arranged at the toe of the landslide slope,the passive protective wire mesh net is arranged at the top of the pile and the wall,and the chute and drainage ditch are arranged on the slope to drain the rainwater on the slope and to ensure the stability of the landslide.

Baolongyu LandslideTriggering Factors of HazardsStabilityComprehensive Mitigation

卢智、尚琪

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机械工业勘察设计研究院有限公司,西安 710043

抱龙峪滑坡 成因 稳定性 综合治理

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(6)