宁德白莲寺后山滑坡成因分析及综合治理
摘要:宁德白莲寺后山滑坡为中型牵引式土质滑坡，是典型的由于坡脚不合理开挖叠加强降雨作用导致的滑坡。根据勘查成果，采用圆弧法和有限元法对滑坡进行稳定性分析，分析结果显示，一般工况下滑坡处于基本稳定状态，暴雨工况下滑坡处于不稳定—欠稳定状态。滑坡治理采用削坡卸载、锚杆框架梁、植被防护、抗滑桩、坡脚挡墙及设置截排水沟等综合治理措施，治理效果较好，可为类似滑坡工程提供参考。
Abstract:The back mountain landslide of Bailian Temple in Ningde is a medium-sized traction type soil landslide, which is a typical landslide caused by unreasonable excavation at the foot of the slope and heavy rainfall. According to the survey results, the arc method and finite element method were used to analyze the stability of the landslide. The analysis results show that the landslide is basically stable under general conditions, and unstable - understable under rainstorm conditions. The landslide treatment adopts comprehensive measures such as slope cutting and unloading, anchor frame beams, vegetation protection, anti-slip piles, retaining walls, and setting up interception and drainage ditches. The treatment effect is good and can provide reference for similar landslide projects.
中文标题：
宁德白莲寺后山滑坡成因分析及综合治理
Cause Analysis and Comprehensive Treatment of Back Mountain Landslide Slope of Bailian Temple in Ningde
作者：
黄朝阳
Huang Chaoyang
作者简介:黄朝阳，男，1969年生，汉族，福建仙游人，硕士，高级工程师，从事地质灾害防治研究。E-mail：195798923@qq.com
通讯地址：
福建省第四地质大队，福建宁德 352100
FourthGeologicalTeamofFujianProvince,Ningde352100,Fujian,China
中图分类号:P642.22
doi:10.3969/j.issn.1007-2993.2024.05.012
出版物：岩土工程技术
收稿日期:2023-02-14
修回日期:2023-11-10
录用日期:2023-11-28
网络出版日期:2024-10-09
刊出日期:2024-10-09
关键词:滑坡,饱和滞水区,圆弧法,有限元,稳定性评价,锚杆,抗滑桩
Key words:landslide,saturated stagnant water zone,arc method,finite element,stability evaluation,anchor bar,anti-slip pile
文档包含图片数量：图片(12)张
文档包含表格数量：表格(2)个
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