豆红强, 谢森华, 王浩, 等. 2023. 球状风化花岗岩类土质边坡随机重构与其失稳破坏模式研究[J]. 工程地质学报, 31(2): 617-627. doi: 10.13544/j.cnki.jeg.2021-0648.
    引用本文: 豆红强, 谢森华, 王浩, 等. 2023. 球状风化花岗岩类土质边坡随机重构与其失稳破坏模式研究[J]. 工程地质学报, 31(2): 617-627. doi: 10.13544/j.cnki.jeg.2021-0648.
    Dou Hongqiang, Xie Senhua, Wang Hao, et al. 2023. Study on random reconstruction and failure mode of spherical weathered granitic soil-like slope[J]. Journal of Engineering Geology, 31(2): 617-627. doi: 10.13544/j.cnki.jeg.2021-0648.
    Citation: Dou Hongqiang, Xie Senhua, Wang Hao, et al. 2023. Study on random reconstruction and failure mode of spherical weathered granitic soil-like slope[J]. Journal of Engineering Geology, 31(2): 617-627. doi: 10.13544/j.cnki.jeg.2021-0648.

    球状风化花岗岩类土质边坡随机重构与其失稳破坏模式研究

    STUDY ON RANDOM RECONSTRUCTION AND FAILURE MODE OF SPHERICAL WEATHERED GRANITIC SOIL-LIKE SLOPE

    • 摘要: 球状风化花岗岩类土质边坡高度的非均质性、非连续性以及土-球接触界面的复杂性致使其失稳破坏复杂多变,综合运用几何学、计算机随机模拟技术等,以有限元软件ABAQUS为平台,基于Python开发了球状风化花岗岩类土质边坡的随机结构模型程序,研究了球状风化体的含量、空间分布、粒度组成以及土-球接触界面等作用下球状风化体类土质边坡的失稳破坏模式。结果表明:球状风化花岗岩类土质边坡破坏模式复杂多变,且由于球状风化体的存在,使得该类边坡的潜在滑动面极其不规则,甚至出现多条滑动面;位于滑动面附近的风化体阻碍了滑动面的发育,迫使其出现“绕石、分流或者包含”的塑性扩展模式。随着球状风化体含量的增长,坡体内部越来越难以形成单一的、上下贯通的滑动面,安全系数随之逐步提高;(0.22~0.3)Lc粒径风化体含量越多,Ⅱ区风化体所占面积越大,越有利于边坡稳定;土-球接触界面最有可能发展为滑动面,界面接触类型显著影响着球状风化花岗岩类土质边坡的失稳演化过程。研究成果可为合理准确地评价球状风化花岗岩类土质边坡的稳定性提供科学依据和理论支撑。

       

      Abstract: The non-homogeneity and discontinuity of the height of spheroidal weathered granite type soil slopes and the complexity of the soil-ball contact interface cause their instability damage to be complex and variable. The failure mode of spherical weathered granite-like soil slopes is studied taking into account the action of content,spatial distribution,grain size composition and soil-sphere contact surface. The results show that the damage pattern of spheroidal weathered granite slopes is complex and variable. The presence of spheroidal weathering bodies makes the potential sliding surface of these slopes extremely irregular,and even multiple sliding surfaces appear. The weathered bodies located near the sliding surface hinder the development of the sliding surface,forcing the plasticity of "rock-winding,diversion or inclusion". As the content of spherical weathered bodies grows,it is more and more difficult to form a single sliding surface inside the slope body,and the safety factor gradually increases. The more the content of (0.22~0.3)Lc size weathering bodies,the larger the area occupied by the weathering bodies in Zone Ⅱ,the more favourable to slope stability. The soil-ball contact interface is most likely to develop into a sliding surface,and the interface contact type significantly affects the sliding surface of spherical weathered. The interface contact type significantly influences the destabilization evolution process of granite-like soil slopes. The research results can provide scientific basis and theoretical support for evaluating the stability of spheroidal weathered granitic soil slopes reasonably and accurately.

       

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