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路堑边坡浅层塌滑的控制因素与生态防治措施

席宏平 李怀鑫 晏长根 王瑞 卢迪

中国地质灾害与防治学报2024,Vol.35Issue(3):70-79,10.
中国地质灾害与防治学报2024,Vol.35Issue(3):70-79,10.DOI:10.16031/j.cnki.issn.1003-8035.202211019

路堑边坡浅层塌滑的控制因素与生态防治措施

Analysis on factors controlling shallow failures of the cut slopes and its prevention by bio-engineering measures:A case study of the cut slopes along the highway from Shuangcheng to Dajiali

席宏平 1李怀鑫 2晏长根 2王瑞 3卢迪2

作者信息

  • 1. 甘肃路桥公路投资有限公司,甘肃兰州 730030
  • 2. 长安大学公路学院,陕西西安 710064
  • 3. 中国建筑第六工程局有限公司,天津 300451
  • 折叠

摘要

Abstract

Understanding the primary and secondary relations of influencing factors is crucial for predicting deformation and controlling collapse in cutting slopes.Using a cutting slope along the Shuangcheng to Dalijia expressway in Gansu Province as the research object,this research utilized the FLAC3D finite element software platform to establish dynamic correlations between saturation,gravity,and soil shear strength through FISH language.Based on this,safety factors of the cutting slope were calculated under different rainfall intensities,slope ratios,and rainfall duration.Grey relational theory was applied to determine the primary and secondary relationships of key factors affecting shallow collapse of cutting slopes under rainfall conditions.Indoor rainfall experiments and on-site ecological protection tests were conducted to summarize the shallow collapse mechanism and propose the environmental control measures.The study revealed that the failure mode of cutting slopes transitioned from deep overall sliding to shallow local sliding during rainfall.As the slope ratio decreased,the shallow collapse area gradually shifted from the slope shoulder to the foot of the cutting slope.Cumulative erosion rates of shallow soil in cutting slopes decreased initially and then increased over time during rainfall.Installing arch skeletons and reducing the slope ratio enhanced the cutting slope's resistance against shallow collapses.Among with the protective materials,polypropylene fiber-reinforced soil protective materials exhibited the best timeliness and ecological control effect for shallow collapses of cutting slopes compared to HP-FGM and EFM materials.

关键词

路堑边坡/安全系数/灰色关联理论/数值模拟/浅层塌滑

Key words

cutting slope/safety factor/grey correlation theory/numerical simulation/shallow collapse

分类

天文与地球科学

引用本文复制引用

席宏平,李怀鑫,晏长根,王瑞,卢迪..路堑边坡浅层塌滑的控制因素与生态防治措施[J].中国地质灾害与防治学报,2024,35(3):70-79,10.

基金项目

国家自然科学基金项目(42077265) (42077265)

甘肃省交通科技项目(2021-19) (2021-19)

中国地质灾害与防治学报

OACSTPCD

1003-8035

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