降雨型堆积体滑坡渗流稳定性研究进展

doi:10.3880/j.issn.1006-7647.2020.04.014

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降雨型堆积体滑坡渗流稳定性研究进展

DOI:

10.3880/j.issn.1006-7647.2020.04.014

作者:

徐卫亚
徐卫亚
河海大学岩土工程科学研究所, 江苏南京 210098; 河海大学岩土力学与堤坝工程教育部重点实验室, 江苏南京 210098
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周伟杰
周伟杰
河海大学岩土工程科学研究所, 江苏南京 210098; 河海大学岩土力学与堤坝工程教育部重点实验室, 江苏南京 210098
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闫龙
闫龙
河海大学岩土工程科学研究所, 江苏南京 210098; 河海大学岩土力学与堤坝工程教育部重点实验室, 江苏南京 210098
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中图分类号:

TU44

基金项目:

国家重点研发计划(2017YFC1501100)；国家自然科学基金(51939004)

Research progress on seepage stability of rainfall-induced accumulation landslide

Author:

XU Weiya
XU Weiya
Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
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ZHOU Weijie
ZHOU Weijie
Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
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YAN Long
YAN Long
Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
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摘要:

从非饱和降雨入渗特性、堆积体滑坡稳定性评价方法、降雨诱发堆积体滑坡失稳机理三方面，综述了国内外降雨型堆积体滑坡渗流稳定性的研究进展。针对目前降雨型堆积体滑坡渗流稳定性研究中存在的不足，指出今后应明确降雨型堆积体滑坡的地质结构特征，深入研究渗流与径流的耦合机制及渗流-地质结构-力学参数的互馈耦合作用机制，加强降雨型堆积体滑坡的动态灾变机制研究，完善降雨型堆积体滑坡的安全性评价方法。

关键词:堆积体滑坡;降雨入渗;渗流特性;稳定性;综述

Abstract:

The research progress of seepage stability of rainfall-induced accumulation landslide both at home and abroad is reviewed from the aspects of unsaturated rainfall infiltration characteristics, evaluation methods of stability for accumulation landslide and instability mechanism of rainfall-induced accumulation landslide. In view of the deficiency in the study of seepage stability of rainfall-induced accumulation landslide, it is pointed out that the geological structure characteristics should be clarified. The coupling mechanism of seepage and runoff and the interaction mechanism of seepage-geological structure-mechanical parameters should be further investigated. The study of the dynamic disaster mechanism for rainfall-induced accumulation landslide should be strengthened and the safety evaluation method of rainfall-induced accumulation landslide should be improved in the future.

Key words:accumulation landslide; rainfall infiltration; seepage characteristics; stability; review

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徐卫亚,周伟杰,闫龙.降雨型堆积体滑坡渗流稳定性研究进展[J].水利水电科技进展,2020,40(4):87-94.(XU Weiya, ZHOU Weijie, YAN Long. Research progress on seepage stability of rainfall-induced accumulation landslide[J]. Advances in Science and Technology of Water Resources,2020,40(4):87-94.(in Chinese))

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