川东平行岭谷区台阶状斜坡滑坡形成机制

    Formation mechanism of step-like slope landslide in parallel ridge valley area of Eastern Sichuan

    • 摘要: 川东平行岭谷是西南地区典型的地质地貌单元,广泛发育台阶状斜坡,滑坡频发,严重威胁区域安全。区内达州市和广安市发育地质灾害隐患点999处,其中滑坡共781处,占比高达78.18%。目前针对台阶状斜坡这一特殊地貌单元的形成演化规律、结构控灾机制及滑坡成因的系统性研究较为缺乏。以地质构造、工程地质及岩石力学理论为支撑,综合采用野外地质调查、典型剖面实测、岩性测试与理论分析等方法,系统探究川东平行岭谷区台阶状斜坡的形成演化、结构特征与滑坡孕灾-致灾机制。研究表明: ①台阶状斜坡的演化是构造运动、岩性差异、气候作用与外力侵蚀等共同耦合的结果,其演化过程主要经历构造形成、差异风化、河流侵蚀、滑坡改造或人类工程活动干预4个阶段; ②褶皱构造奠定了顺向坡或椅形坡的宏观格局,通过控制坡体应力分布与稳定性边界,对滑坡发育具有显著的宏观控灾作用; ③区域广泛分布的砂泥岩软硬互层岩性组合,不仅为台阶状斜坡的形成提供了物质基础,其界面易风化软化的特性更成为滑坡孕育的潜在滑动面; ④强降雨的入渗软化效应与公路建设、切坡建房等人类工程活动的扰动破坏,是触发台阶状斜坡滑坡的两大外因。研究成果可为川东平行岭谷区台阶状斜坡滑坡灾害的早期识别、风险评估及精准防治提供理论支撑与科学依据。

       

      Abstract: East Sichuan parallel ridge valley is a typical geological and geomorphic unit in Southwest China, with widely developed stepped slopes and frequent landslides, which have seriously threaten regional security. There were 999 hidden geological disaster points in Dazhou and Guang'an, including 781 landslides, accounting for 78.18%. At present, there is a lack of systematic research on the formation and evolution law, structural disaster control mechanism and landslide genesis of the special geomorphic unit of stepped slope. Based on the theory of geological structure, engineering geology and rock mechanics, the formation and evolution, structural characteristics and landslide disaster mechanism of stepped slope in the parallel ridge valley area of Eastern Sichuan were systematically explored using the methods of field geological survey, typical section measurement, lithology test and theoretical analysis. The results are as follows. ① The evolution of the stepped slope is the result of the coupling of tectonic movement, lithological differences, climate effects and external forces. And its evolution process mainly goes through four stages, that is tectonic formation, differential weathering, river erosion, landslide transformation/human activity intervention. ② By controlling the stress distribution and stability boundary of the slope, the consequent slope configuration and chair slope structure formed by fold structure have significant macro disaster control effect on landslide development. ③ The widely distributed lithological combination of soft and hard sand mudstone interbedding provides the material basis for the formation of stepped slope, and the characteristics of easy weathering and softening of its interface become the potential sliding surface for landslide breeding. ④ The infiltration softening effect of heavy rainfall and the disturbance and damage of human engineering activities, such as highway construction and building houses on cut slopes, are the two major external causes that would trigger the stepped slope landslide. The research results can provide theoretical support and scientific basis for the early identification, risk assessment and precise prevention of stepped slope landslide disaster in the parallel ridge valley area of Eastern Sichuan.

       

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