胡永鹏, 舒彪, 金福喜. 2020: 炭质泥岩地层滑坡稳定性分析及治理方法. 工程地质学报, 28(S1): 108-115. DOI: 10.13544/j.cnki.jeg.2020-337
    引用本文: 胡永鹏, 舒彪, 金福喜. 2020: 炭质泥岩地层滑坡稳定性分析及治理方法. 工程地质学报, 28(S1): 108-115. DOI: 10.13544/j.cnki.jeg.2020-337
    HU Yongpeng, SHU Biao, JIN Fuxi. 2020: SLOPE STABILITY ANALYSIS AND TREATMENT METHODS OF A LANDSLIDE IN CARBONACEOUS MUDSTONE STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 108-115. DOI: 10.13544/j.cnki.jeg.2020-337
    Citation: HU Yongpeng, SHU Biao, JIN Fuxi. 2020: SLOPE STABILITY ANALYSIS AND TREATMENT METHODS OF A LANDSLIDE IN CARBONACEOUS MUDSTONE STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 108-115. DOI: 10.13544/j.cnki.jeg.2020-337

    炭质泥岩地层滑坡稳定性分析及治理方法

    SLOPE STABILITY ANALYSIS AND TREATMENT METHODS OF A LANDSLIDE IN CARBONACEOUS MUDSTONE STRATUM

    • 摘要: 炭质泥岩遇水工程性能大幅降低,容易造成不良的工程问题。本文结合滑坡工程实例对炭质泥岩地层在滑坡形成中的作用进行了研究。通过收集资料、现场勘查以及室内试验等方式,对滑坡区赋存环境和基本特征进行了调查。根据滑坡发展历程,对其形成机制进行了分析,得出滑坡形成的主要因素是炭质泥岩地层水理特性差,主要诱导因素是连续的降雨。在此基础上,从定性和定量两方面,对滑坡稳定性进行了分析,认为该滑坡在不利条件下会继续发展,应该尽快进行治理。针对该滑坡特点,经过方案论证和比选,提出了抗滑桩、裂缝填埋、截排水沟、挡土墙以及位移监测等措施相结合的治理方案。

       

      Abstract: The engineering properties of carbonaceous mudstone may be significantly reduced when water is introduced, which can easily cause engineering problems. A landslide project was used in this paper to study the role of carbonaceous mudstone stratum in the formation of landslide. Data collection, on-site investigation and laboratory test were used to investigate the occurrence environment and basic characteristics of the landslide area. According to the causes of landslide development, we analyzed the formation mechanism, and concluded that the main factor for the formation of the landslide is poor hydrologic characteristics of carbonaceous mudstone stratum, and the main inducing factor is the continuous rainfall. On this basis, we analyzed the slope stability qualitatively and quantitatively, and concluded that the slope will continue to slide under the rainfall conditions and should be treated as soon as possible. According to the characteristics of the landslide, we introduced a comprehensive treatment scheme to contral this landslide, including anti-slide pile, crack fillup, intercepting ditch, retaining wall and displacement monitoring.

       

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