李笑唯,周晗旭,车爱兰. 2024. 电测量法在岩质边坡软弱层损伤累积研究中的应用[J]. 工程地质学报,32(2):657-666. doi: 10.13544/j.cnki.jeg.2021-0776.
    引用本文: 李笑唯,周晗旭,车爱兰. 2024. 电测量法在岩质边坡软弱层损伤累积研究中的应用[J]. 工程地质学报,32(2):657-666. doi: 10.13544/j.cnki.jeg.2021-0776.
    Li Xiaowei, Zhou Hanxu, Che Ailan. 2024. Application of resistivity method in the study of damage accumulation of rock slope with weak intercalation[J]. Journal of Engineering Geology, 32(2): 657-666. doi: 10.13544/j.cnki.jeg.2021-0776.
    Citation: Li Xiaowei, Zhou Hanxu, Che Ailan. 2024. Application of resistivity method in the study of damage accumulation of rock slope with weak intercalation[J]. Journal of Engineering Geology, 32(2): 657-666. doi: 10.13544/j.cnki.jeg.2021-0776.

    电测量法在岩质边坡软弱层损伤累积研究中的应用

    APPLICATION OF RESISTIVITY METHOD IN THE STUDY OF DAMAGE ACCUMULATION OF ROCK SLOPE WITH WEAK INTERCALATION

    • 摘要: 岩质边坡软弱层的结构性改变会导致边坡损伤,在强震和降雨作用下,损伤效应将更为明显,其累积也是触发滑坡的关键因素。因此岩土体内部缺陷累积过程、滑动面的发育规律等研究对于明确滑坡动态演化机制具有重要的理论意义。本文基于电测量法,对岩质边坡软弱层材料设计开展不同含水率的电测量试验,集成电测量系统与三轴压缩试验的接驳装置,分别探究了电阻率-含水率关系和电阻率变化率-应力-应变关系,初步建立了边坡软弱层损伤与电阻率变化率的关系。在此基础上开展小比例尺模型试验,模拟降雨-拟地震力作用下岩质边坡软弱层水分升高与强度劣化过程,评价了试验过程中含水率的变化与边坡软弱层的损伤累积,并探讨了将电测量方法应用于边坡软弱层损伤累积研究中的可行性。

       

      Abstract: Structural change of weak intercalation may lead to slope damage. Under the action of strong earthquakes and rainfall, damage effects will be more significant as a key factor triggering landslides. To clarify the dynamic evolution mechanism of landslides, we study the accumulation process of internal defects in rock slopes and the development law of sliding surfaces. Based on the resistivity method, we carried out electrical measurement tests on weak intercalation materials with different moisture content. The electrical measurement system was integrated with a device for triaxial compression tests, and we obtained both resistivity-moisture-content and resistivity-stress-strain relationships. We established the relationship between the damage of weak intercalation and the resistivity change rate. In addition, we carried out a small-scale model test under the action of rainfall and pseudo-seismic force, simulating the process of water content increase and strength deterioration of weak intercalation of rock slopes. The result shows that it is feasible for the application of electrical measurement to assess the damage accumulation of weak intercalation of rock slopes.

       

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