申艳军, 魏欣, 张蕾, 等. 2022. 高寒山地区冰碛土水热迁移规律及聚冰冻胀孕灾机制研究进展[J]. 工程地质学报, 30(5): 1450-1465. doi: 10.13544/j.cnki.jeg.2022-0449.
    引用本文: 申艳军, 魏欣, 张蕾, 等. 2022. 高寒山地区冰碛土水热迁移规律及聚冰冻胀孕灾机制研究进展[J]. 工程地质学报, 30(5): 1450-1465. doi: 10.13544/j.cnki.jeg.2022-0449.
    Shen Yanjun, Wei Xin, Zhang Lei, et al. 2022. Hydrothermal migration of moraine soil and the mechanism of ice accumulation and frost swelling in alpine-cold mountain region[J]. Journal of Engineering Geology, 30(5): 1450-1465. doi: 10.13544/j.cnki.jeg.2022-0449.
    Citation: Shen Yanjun, Wei Xin, Zhang Lei, et al. 2022. Hydrothermal migration of moraine soil and the mechanism of ice accumulation and frost swelling in alpine-cold mountain region[J]. Journal of Engineering Geology, 30(5): 1450-1465. doi: 10.13544/j.cnki.jeg.2022-0449.

    高寒山地区冰碛土水热迁移规律及聚冰冻胀孕灾机制研究进展

    HYDROTHERMAL MIGRATION OF MORAINE SOIL AND THE MECHANISM OF ICE ACCUMULATION AND FROST SWELLING IN ALPINE-COLD MOUNTAIN REGION

    • 摘要: 我国高寒山地区广泛发育连片冰碛土堆积边坡,因其普遍具有级配宽、分选差、孔隙率大等特点,在复杂构造地貌条件和冻融条件影响下,往往会发生剧烈的水-热-质交换而产生富冰滞水润滑效应,进而诱发冰碛土界面型滑坡灾害。冰碛土界面型滑坡对该区域工程建设具有重大的潜在风险,而系统掌握高寒山地区冰碛土水热迁移及聚冰冻胀孕灾机制是实现该类地质灾害科学防控的基础性工作。据此,首先研究了冰碛土的粒度组成和结构特征,明确了冰碛土存在典型的“二粒组”的组构特征;而后,围绕冻融作用下冰碛土水热迁移及聚冰冻胀规律研究现状予以深入剖析,厘清了冰碛土的多相多场迁移机制及聚冰冻胀特性;最后,围绕冰碛土边坡孕灾演化过程开展研究,阐明了内部富冰带成因及滞水促滑失稳机制。研究表明:(1)冰碛土的典型组构特征为其水-热-质多相多场迁移提供了前提条件,也是诱发局部化聚冰冻胀的重要因素;(2)冰碛土因剧烈水热迁移产生的定向化界面聚冰现象,而界面效应是诱发边坡失稳的“源生地”,探究冰碛土边坡失稳问题应重点关注富冰带发育特征及其促滑失稳机制;(3)高寒山地区冰碛土边坡的孕灾机制主要受两种模式控制:①混态水-热迁移聚冰效应;②富冰带界面的滞水润滑效应。该综述研究以期为高寒山地区冰碛土边坡多相多场孕灾机制提供基础性参考。

       

      Abstract: A large number of moraine soil accumulation slopes are widely developed in alpine mountainous areas of China. The slopes are generally characterized by wide gradation,poor sorting and large porosity. Under the influence of complex tectonic geomorphic conditions and freeze-thaw conditions,violent water-heat-mass exchange often occurs and produces ice-rich stagnant water lubrication effect,thus inducing moraine soil interface landslide disaster. The moraine soil interface landslide has great potential risks to the engineering construction in this region. It is the basic work to realize the scientific prevention and control of this kind of geological disasters to systematically grasp the mechanism of hydrothermal migration and frost swelling of moraine soil in alpine mountainous areas. Accordingly,the particle size composition and structural characteristics of moraine soils are studied. The typical "two-grain group" constitutive characteristics of moraine soils are clarified. Then,the current situation of research on hydrothermal migration and frost swelling of moraine soils under freeze-thaw is analysed. The multi-phase multi-field migration mechanism and frost swelling characteristics of moraine soils are clarified. Finally,the study focuses on the evolutionary process of moraine soil slope,and elucidates the causes of the internal ice-rich belt and the mechanism of stagnant water-promoted sliding instability. The study shows that:(1)the typical constitutive characteristics of moraine soils provide the preconditions for the multiphase and multifield migration of water-thermal-mass,and are also the important factors inducing localized freezing and swelling; (2)The oriented interfacial poly-icing phenomenon is produced by the intense hydrothermal migration of moraine soil. The interfacial effect is the source of induced slope instability. To explore the slope instability of the moraine soil,we should focus on the characteristics of the development of ice-rich belt and its pro-slip instability mechanism. (3)The mechanism of disaster generation on moraine soil slopes in alpine mountainous areas is mainly controlled by the following two modes: ① Ice accumulation effect of mixed-state water-thermal migration; ②Stagnant water lubrication effect at the interface of the ice-rich belt. This paper is intended to provide a basic reference for the multi-phase multi-field disaster mechanism of moraine soil slopes in alpine mountain areas.

       

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