降雨耦合作用下含断层破碎带的边坡失稳机制及稳定性分析_OpenScirbe Publishing

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降雨耦合作用下含断层破碎带的边坡失稳机制及稳定性分析

Author(s)：
于洋　江慧

Publication Title：

Urban and Rural Studies 2025 No.19

Affiliations：
广东省地质局珠海地质调查中心

Abstract：
降雨是诱发边坡失稳最主要的因素，而断层破碎带组成物质成分复杂，结构面发育，物理力学性质特殊，具有较高的渗透性，在降雨的影响下，更易引起坡体形变，本文以含有断层破碎带的中山市三角中学西侧边坡为例，分析降雨耦合作用下含断层破碎边坡的失稳机制，采用极限平衡法，通过折线形滑裂面假设计算降雨作用下的边坡抗滑安全系数，从而划分边坡稳定状态，研究结果结果表明降雨耦合作用下含断层破碎带的边坡坡段较不含断层破碎带的边坡坡段抗滑安全系数显著降低，并据此制定不同的防治措施。

Keywords：
断层破碎带；降雨；耦合作用；破坏机制；稳定性

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[1] 于洋,江慧.降雨耦合作用下含断层破碎带的边坡失稳机制及稳定性分析[J].Urban and Rural Studies,2025(19),.

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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