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永厂公路K2+240滑塌段稳定分析及治理方案研究

陈经纬

云南水力发电2024,Vol.40Issue(3):48-51,4.
云南水力发电2024,Vol.40Issue(3):48-51,4.DOI:10.3969/j.issn.1006-3951.2024.03.013

永厂公路K2+240滑塌段稳定分析及治理方案研究

Stability Analysis and Treatment Plan Research on K2+240 Landslide Section of Yongchang Highway

陈经纬1

作者信息

  • 1. 中国电建集团昆明勘测设计研究院有限公司,云南 昆明 650051
  • 折叠

摘要

Abstract

After the collapse of K2+240 section of Yongchang Highway,the roadbed,pavement,and mountains sank as a whole,causing traffic interruption.The reason for collapse is that under the influence of reservoir water storage,the strength of rock and soil in the lower slope of highway decreases,causing the stability of slope to be destroyed.During the continuous decline of reservoir water level,due to the poor permeability of clay,schist,and other materials in the slope,the groundwater in the slope cannot be discharged in a timely manner,and the deformation of slope further develops.Based on the causes of slope collapse,a design proposal is proposed to use anti slip piles and retaining plates for support,and the implementation effect is significant.

关键词

滑塌/稳定计算/抗滑桩/排水

Key words

collapse/stability calculation/anti-slide pile/drainage

分类

交通工程

引用本文复制引用

陈经纬..永厂公路K2+240滑塌段稳定分析及治理方案研究[J].云南水力发电,2024,40(3):48-51,4.

云南水力发电

1006-3951

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