ISSN 1003-8035 CN 11-2852/P

    散粒体斜坡多尺度破坏特征及力学效应研究进展

    Review on multi-scale failure characteristics and mechanical effects of granular soil slopes

    • 摘要: 本研究旨在通过梳理散粒体斜坡多尺度破坏特征及力学效应的研究进展,揭示其从微观结构演化到宏观灾变行为的跨尺度关联机制,以提升地质灾害的精准预测与防控能力。采用整合现场调查、物理模拟、微观表征与数值模拟等多源数据的研究分析方法,深入剖析不同地理气候区散粒体斜坡的形成机理、运动演化特征及变形破坏机制。从微细观尺度出发,阐释了土颗粒微观结构特征,如力链网络、接触胶结在降雨、地震等外界环境作用下的宏观力学响应与演变路径。研究揭示了散粒体斜坡从微观胶结键断裂、细观接触网络重构到宏观应变局部化的多尺度破坏路径,建立了宏-细-微观参数关联的力学分析框架。明确了土拱效应与力链网络在稳定性调控中的协同作用机制,以及含水量、颗粒级配等关键因素的影响规律。明晰了当前研究在跨尺度参数映射精度、动态演化模拟时效性以及多场耦合机制解析方面仍存在的局限性。传统连续介质模型难以完全表征散粒体的非均匀变形与动态破坏特性。融合深度学习、增强CT与多物理场耦合的跨尺度数值平台,实现散粒体灾变过程的实时模拟与预测,构建基于多源信息融合的智能预警体系,可为地质灾害防治提供有效的理论支撑与决策依据。

       

      Abstract: This paper systematically reviews the research progress on multi-scale failure characteristics and mechanical effects of granular slopes. It aims to reveal the cross-scale correlation mechanisms from microstructural evolution to macroscopic catastrophic behavior, so as to improve the accurate prediction and prevention capacity of geological hazards. A comprehensive analysis method integrating field investigation, physical simulation, microstructural characterization and numerical simulation is adopted to deeply analyze the formation mechanism, movement evolution characteristics and deformation-failure mechanisms of granular slopes in different geographical and climatic regions. From the micro-meso scale, the macroscopic mechanical response and evolution path of soil particle microstructural characteristics (e.g., force chain network, contact cementation) under external environmental actions such as rainfall and earthquake are systematically explained. The multi-scale failure path of granular slopes from micro cementation bond fracture, meso contact network reconstruction to macroscopic strain localization is revealed, and a mechanical analysis framework correlating macro-, meso-, and micro-scale parameters is established. The synergistic mechanism of soil arching effect and force chain network in stability control, as well as the influence laws of key factors such as water content and particle gradation are clarified. The current limitations in cross-scale parameter mapping accuracy, timeliness of dynamic evolution simulation and multi-field coupling mechanism analysis are pointed out. Traditional continuum medium models are difficult to fully characterizing the heterogeneous deformation and dynamic failure characteristics of granular materials. A cross-scale numerical platform integrating deep learning, enhanced computed tomography (CT) and multi-physics field coupling should be developed to realize real-time simulation and prediction of granular catastrophe process. An intelligent early warning system based on multi-source information fusion should be constructed, which can provide effective theoretical support and decision-making basis for geological hazard prevention and mitigation.

       

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