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投稿时间：2024-01-16 修订日期：2024-04-26
投稿时间：2024-01-16 修订日期：2024-04-26
中文摘要: 近年来，频繁发生的边坡失稳事故使边坡问题成为社会普遍关注的焦点，而岩-土复合边坡作为一种复杂边坡具有更大的危险性。为明确岩-土复合边坡的研究现状及存在问题，本研究首次将岩-土复合边坡作为一种特殊地质边坡进行综述性归纳总结，通过回顾我国岩-土复合边坡近年来事故情况及发展历史，阐述岩-土复合边坡稳定性分析方法、变形破坏机理及边坡防治等方面的研究现状，总结岩-土复合边坡目前亟待解决的部分关键性科学问题，在此基础上进一步展望发展方向。研究结果表明：岩-土复合边坡的变形破坏机理及稳定性等问题具有复杂性和综合性，目前仍缺乏针对该领域的系统研究和成熟理论，部分关键性科学问题有待解决，因此应加强理论方法、破坏机制及分析手段等相关方面的研究，同时结合多学科跨领域的理论方法、创新型系统化的研究思路、精细化智能化的分析手段逐步解决存在的部分关键性科学问题。从而有效指导工程实践，以简化分析过程、降低治理成本、改善生态环境并显著减少该类型边坡事故的发生，推动特殊地质边坡灾害防治。该综述研究以期为岩-土复合边坡相关提供基础性参考和指导。
中文关键词: 岩-土复合边坡、破坏机理、稳定性、防治措施、关键性问题
Abstract:In recent years, the frequent occurrence of slope failures has brought the issue of slope problems to the forefront of widespread public concern，and rock-soil composite slopes, being a more complex type of slope, pose a greater potential for danger.To clarify the current status and exist the issues in research on rock-soil composite slopes，and this study represents the first comprehensive review of rock-soil composite slopes as unique geological formations.By reviewing recent accidents and the development history of rock-soil composite slopes in China, this paper presents the current research status on stability analysis methods, deformation and failure mechanisms, as well as slope control for rock-soil composite slopes. Additionally, it summarizes some crucial scientific problems that urgently need to be addressed in this field, and the aforementioned statement serves as a fundamental basis for further investigation into the trajectory.The study indicates that the deformation and failure mechanisms of rock-soil composite slopes are complexity and comprehensiveness.Currently, The field still lacks comprehensive systematic research and well-developed theories, with several crucial scientific problems yet to be resolved.Therefore, it is necessary to conduct further studies on more focused theoretical methods, failure mechanisms, and analysis techniques for rock-soil composite slopes .Meanwhile, by combining multidisciplinary and interdisciplinary theoretical methods, innovative systematic research approaches, and sophisticated intelligent analysis techniques, we can gradually address some key scientific problems that currently exist. This can effectively guide engineering practices, simplify the analysis process, reduce governance costs, improve the ecological environment, and significantly decrease the occurrence of slope accidents. As a result, it promotes the prevention and control of special geological slope disasters. This paper is intended to provide a basic references and guidance for the rock-soil composite slope.
文章编号： 中图分类号： 文献标志码：
基金项目:国家自然科学基金(52374160)
引用文本：
吴功勇,聂兴信,李宗利,侯展娜,江 松,阮顺领,赵林海.岩-土复合边坡研究现状、问题及展望[J].有色金属（矿山部分）,2025,77(1):1-12,37.
WU Gongyong,NIE Xingxin,LI Zongli,HOU Zhanna,JIANG Song,RUAN Shunling,ZHAO Linhai.Analysis of the Research Status Problems and Prospects of Rock-Soil Composite[J].NONFERROUS METALS(Mining Section),2025,77(1):1-12,37.
吴功勇,聂兴信,李宗利,侯展娜,江 松,阮顺领,赵林海.岩-土复合边坡研究现状、问题及展望[J].有色金属（矿山部分）,2025,77(1):1-12,37.
WU Gongyong,NIE Xingxin,LI Zongli,HOU Zhanna,JIANG Song,RUAN Shunling,ZHAO Linhai.Analysis of the Research Status Problems and Prospects of Rock-Soil Composite[J].NONFERROUS METALS(Mining Section),2025,77(1):1-12,37.
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