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Mechanism of Water‑Damaged Landslides of Embankments and Comparison of Reinforcement Measures
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(1.Anhui Transport Consulting & Design Institute Co ., Ltd., Hefei , Anhui 230088 ,China ; 2.Highway Traffic Energy Saving and Environmental Protection Technology Transportation Industry R&D Center ,Hefei , Anhui 230088 ,China )

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U416.1

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    Abstract:

    Water damage to embankments serious ly affects the normal operation of highways,so it is extremely important to ensure the stability of the embankment.In addition,it is necessary to analyze the mechanism and study the safety control measures for water-damaged landslides of the embankment.A highway subgrade embankment was studied,and the causes and formation mechanism of the landslide were qualitatively analyzed based on the on-site deformation monitoring and stability calculation.Then,the stability coefficients of different reinforcement schemes were calculated.An appropriate reinforcement scheme was recommended by considering the project cost,construction technology,and construction period.The results indicate that uneven settlement of the embankment stratum is the fundamental cause of landslides under the influence of continuous rainfall.As rainfall accumulates in the depression on the left side of the embankment and penetrates into the soil layer,swelling and softening of clay layers and blockage of drainage channels further accelerate the formation of landslides.The composite reinforcement scheme of steel pipe piles and backfill back pressure meets the stability requirements,and the reinforcement effect is good.

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胡明华,张百永,许魁.填方路堤水毁滑坡机理及加固措施比选研究[J]. Journal of China and Foreign Highway,2024,44(3):26-34.
HU Minghua, ZHANG Baiyong, XU Kui. Mechanism of Water‑Damaged Landslides of Embankments and Comparison of Reinforcement Measures[J]. Journal of China and Foreign Highway,2024,44(3):26-34.

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History
  • Received:May 02,2023
  • Revised:
  • Adopted:
  • Online: June 27,2024
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