期刊文献+

粤北韶关市曲江区梅子斜滑坡特征及稳定性分析 被引量:1

Characteristics and stability analysis of Meizixie landslide in Qujiang District,Shaoguan City,northern Guangdong Province
下载PDF
导出
摘要 研究滑坡特征有助于判定其稳定性。文章以粤北韶关市曲江区枫湾镇梅子斜滑坡为例,在分析隐患区地质环境背景的基础上,调查梅子斜滑坡的基本特征,分析在不同工况下该滑坡的稳定性。研究结果表明:梅子斜滑坡地质环境条件复杂程度为复杂;梅子斜滑坡为浅层滑坡、坡残积层滑坡、牵引式滑坡;地形地貌和工程地质条件是影响梅子斜滑坡稳定性的主要内在因素,降雨和人类工程活动为主要的诱发因素;在天然工况下梅子斜滑坡稳定性处于基本稳定—稳定状态,但在暴雨工况下为欠稳定—不稳定状态。 The study of landslide characteristics is helpful to determine its stability.Taking Meizixie landslide in Fengwan Town,Qujiang District,Shaoguan City,northern Guangdong Province as an example,this article analyzed the basic characteristics of Meizixie landslide and its stability under different working conditions,based on an analysis of the geological environment background in the high-risk areas.The results show that the geological environment conditions of Meizixie landslide are complicated.The Meizixie landslide is categorized as shallow landslide,eluvial and residual landslide,and traction landslide.The topography,landform,and engineering geological conditions are the main internal factors affecting the stability of Meizixie landslide,while rainfall and human engineering activities are the primary triggering factors.Under natural conditions,the stability of Meizixie landslide ranges from basically stability and stability,but under heavy rain conditions,it shifts to unstability.
作者 李彬朝 邱锦安 陈雪峰 黄伟业 LI Binchao;QIU Jin′an;CHEN Xuefeng;HUANG Weiye(Guangdong Geological Engineering Company,Guangzhou 510080,Guangdong,China;Guangdong Geological Disaster Emergency Rescue Technology Center,Guangzhou 510080,Guangdong,China)
出处 《资源信息与工程》 2023年第6期53-56,61,共5页 Resource Information and Engineering
基金 广东省“全省地质灾害风险普查(1∶25万)项目(0835-200Z22802231)” 广东省地质灾害应急抢险技术能力提升研究项目(0809-2140GDC35071) 广东省重大突发地质灾害应急监测预警与处置技术研究项目(2022025)。
关键词 滑坡 基本特征 稳定性分析 韶关市 landslide basic characteristics stability analysis Shaoguan City
  • 相关文献

参考文献9

二级参考文献66

共引文献71

同被引文献8

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部