高寒区上覆岩石层膨胀土失稳边坡治理方法研究
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作者单位:

1.张家口通泰高速公路服务管理有限公司;2.北京交通大学 交通运输学院;3.华北理工大学 矿业工程学院;4.张家口通泰高速公路投资股份有限公司

作者简介:

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中图分类号:

TU432

基金项目:

自然科学横向项目:膨胀性岩土地区高速公路边坡灾变控制理论与关键技术研究(I22L00210);


Stability analysis of expansive soil slope excavation in overlying rock layer in alpine region
Author:
Affiliation:

1.Zhangjiakou tongtai expressway service management co,ltd,Zhangjiakou;2.School of Traffic and Transportation,Beijing Jiaotong University;3.School of Mining Engineering,North China University of Technology;4.Zhangjiakou Tongtai Expressway Investment Co,Ltd,Zhangjiakou

Fund Project:

Natural Science Horizontal Project: Research on the Theory and Key Technology of Highway Slope Disaster Control in Expansive Geotechnical Areas (I22L00210).

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    摘要:

    为深入研究高寒区上覆岩石层膨胀土条件下高速公路路堑边坡失稳的治理方法,依托张尚高速公路失稳边坡工程,提出了不良地质下的边坡失稳综合治理方法,即通过刚性防护系统、排水系统、保温系统、柔性防护系统和隔水系统组成“五位一体”的边坡防护结构。其中,刚性防护系统为抗滑桩,在一级边坡1/3高度处设置,其参数基于失稳区域的岩石层削坡减载后剩余土体所需的抗滑力进行计算;排水系统由岩石层与膨胀土层的内置仰式排水管、失稳区域土体开挖后膨胀土层外设置的碎石排水层、碎石层内的排水横管、各个平台的排水沟、截水沟和边沟等结构组成;保温系统由碎石层外设置的回填土层和耕植粘土层组成;柔性防护系统为保温土层内的土工格栅;隔水系统由回填土层平台耕植粘土层下的两布一膜隔水层、碎石层和抗滑桩接触区域的两布一膜隔水层组成。现场治理结果表明,该方法能够有效防止边坡再次发生失稳破坏。研究结果可为高寒区膨胀性岩土下类似边坡的失稳治理工程提供方法参考。

    Abstract:

    In order to deeply study the treatment method of highway cutting slope instability under the condition of expansive soil covered with rock layer in alpine region, based on the unstable slope project of Zhang Shang Expressway, the comprehensive treatment method of slope under this bad geology is put forward. The governance protection structure consists of rigid protection system, drainage system, thermal insulation system, flexible protection system and waterproof system. The rigid protection system is an anti-slide pile, which is set at the height of 1/3 of the first grade slope, and its parameters are calculated by cutting the slope of the rock layer in the unstable area to reduce the required anti-slide force of the remaining soil; The drainage system consists of built-in tilting drainage pipes between rock layer and expansive soil layer, gravel drainage layer outside expansive soil layer after excavation of soil in unstable area, horizontal drainage pipe in gravel layer, drainage ditch, intercepting ditch and side ditch of each platform; The thermal insulation system is a backfill soil layer and a cultivated clay layer arranged outside the gravel layer; The flexible protection system is a geogrid in the thermal insulation soil layer; The water-proof system consists of two cloth and one membrane water-proof layers planted under the clay layer on the backfill soil platform, and two cloth and one membrane water-proof layers in the contact area between the gravel layer and the anti-slide pile. The field treatment results show that this method can effectively prevent the slope from instability and failure again. The research results can provide reference for the treatment of similar slopes under expansive rock and soil in alpine region.

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  • 收稿日期:2024-01-14
  • 最后修改日期:2024-03-05
  • 录用日期:2024-04-03
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