寒冷地区山体滑坡的引发机制:冻融循环的作用

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-13 DOI:10.1016/j.ijrmms.2024.105906
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引用次数: 0

摘要

冻融循环被认为是世界各地寒冷地区一些重大山体滑坡的主要诱因之一。尽管人们已经广泛研究了冻融循环对岩石强度退化的影响,但很少有人对冻融循环如何促使稳定的岩石边坡演变为大规模的大规模运动进行定性评估。在本研究中,我们使用基于离散元的数值模型模拟了在冻融循环作用下,初始裂缝随机分布的斜坡发生滑坡的全过程。这项工作的主要目标是定量描述滑坡的演变过程,包括斜坡位移、裂缝扩展、应力链和承载结构。我们的研究结果表明了受冻融循环影响的滑坡位移演变的本质,即冻土隆起压力诱发新裂缝的产生,从而导致滑坡的破坏和承重结构的重建。当斜坡被断层穿越时,就会发生深层滑坡;反之,斜坡就容易发生表面侵蚀或浅层滑坡。
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Initiation mechanism of landslides in cold regions: Role of freeze-thaw cycles

Freeze-thaw cycles are recognized as one of the key triggers for some major landslides in cold regions around the world. Though the effects of freeze-thaw cycles on the rock strength degradation have been studied extensively, little effort has been made to qualitatively evaluate how it contributes to the evolution from a stable rock slope to a large-scale mass movement. In this study, we use a discrete element-based numerical model to simulate the entire process of the initiation of landslide under the action of freeze-thaw cycles in a slope with randomly distributed initial cracks. The main goal of this work is to quantitatively describe the landslide evolution process regarding the slope displacement, crack propagation, stress chain and load-bearing structure. Our results show the essence of the displacement evolution of a landslide subjected to freeze-thaw cycles; namely frost heave pressure induces the generation of new cracks, leading to the failure and reconstruction of the load-bearing structure of the slope. Deep-seated landslides can occur when the slope is crossed by a fault; otherwise, the slope is prone to surface erosion or shallow landslides.

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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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