长沙理工大学学报(自然科学版)
基于库水位升降作用的库岸边坡土体劣化机制研究
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作者单位:

(1. 中国长江三峡集团有限公司 流域枢纽运行管理中心 ,湖北 宜昌,443113;2. 三峡大学 三峡库区地质灾害教育部重点实验室,湖北 宜昌,443000;3. 长江科学院 ,湖北 武汉,430061)

作者简介:

通讯作者:

王瑞红(1981—)(ORCID:0009-0003-1685-4879),女,教授,主要从事边坡岩土体损伤破坏机理的研究。E-mail:wrh@ctgu.edu.cn

中图分类号:

TV223

基金项目:

国家自然科学基金面上项目(51979151);湖北省自然科学基金杰青项目(2021CFA090);三峡枢纽近坝库岸滑坡涌浪风险识别及管控措施研究项目(0799291)


Study on soil degradation mechanism of reservoir bank slope based on effect of reservoir water level rise and fall
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Affiliation:

(1. Watershed Hub Operation and Management Center , China Three Gorges Corporation , Yichang 443113, China; 2. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area ,China Three Gorges University , Ministry of Education , China Three Gorges University , Yichang 443000, China; 3. Changjiang River Scientific Research Institute , Wuhan 430061, China)

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    摘要:

    【目的】揭示三峡库区库水位周期性变动下库岸边坡土体力学性能及微观结构的劣化机制,为库岸边坡灾害防治提供理论依据。【方法】选取库岸边坡不同高程 (145、155、165、175、180 m)的土体进行宏观力学测试及微观矿物分析,划分消落带劣化区域;并以劣化程度最严重区域土体为研究对象,设计“干燥 -饱水”干湿交替不同次数 (1、2、3、5、8次)的周期性试验模拟库水位升降的干湿交替环境,最后采用宏 -细-微观多尺度结合的分析方法来开展本次研究。【结果】该滑坡消落带土体劣化呈现显著高程分异:[145,155) m区间分形维数增加 3.6%,黏聚力下降 16.7%,为劣化增强区;[155,175] m区间分形维数减少 5.7%,黏聚力提升 50.0%,属劣化减弱区;175 m以上无劣化。在干湿循环作用下,155 m高程的土体在前 5次循环内抗剪强度衰减28.18%,水土流失度为 4.88%,后续趋于稳定。扫描电子显微镜 (scanning electron microscope,SEM)与核磁共振(nuclear magnetic resonance,NMR)测试表明,水分侵入引发土体细颗粒含量增加,大孔隙占比提升。【结论】消落带土体劣化受库水位变动影响:在蓄水初期,冲刷作用导致土体内部出现 “裂隙萌生 -贯通 -崩解”三阶段损伤演化,促使土体由密实向松散多裂隙转化;在蓄水后期,不同高程土体与库水有不同程度接触,使得土体内部发生不同程度的水化学反应,造成土体骨架矿物溶解及黏结物破碎 -胶结。细观孔隙网络重构与颗粒侵蚀破碎协同作用是土体劣化的本质原因。

    Abstract:

    [Purposes ] This paper aims to reveal the deterioration mechanism of the mechanical properties and microstructure of the soil on the bank slope of the Three Gorges Reservoir Area under the periodic variation of the reservoir water level and to provide a theoretical basis for the prevention and control of disasters on the bank slope of the reservoir.[Methods] The soil at different elevations (145 m,155 m,165 m,175 m,and 180 m) along the bank slope of the reservoir was selected for macroscopic mechanical tests and microscopic mineral analysis,and the deterioration areas of the subsidence zone were divided.By taking the soil in the area with the most severe deterioration as the research object,a “dry-saturated ” dry-wet alternating periodic test of different times (1,2,3,5,and 8 times) was designed to simulate the dry -wet alternating environment of water level rise and fall in the reservoir.Finally,a macro -fine-micro multi -scale combined analysis method was adopted.[Findings] The soil deterioration in the landslide subsidence zone shows significant elevation differentiation.The fractal dimension increases by 3.6%,and the cohesion decreases by 16.7% in the range of [145,155 )m,which is an enhanced deterioration area.In the range of [155,175]m,the fractal dimension decreases by 5.7%,and the cohesion increases by 50%,which belongs to the area of weakened deterioration.There is no deterioration above 175 m.Under the action of dry -wet cycles,the shear strength of the soil at an elevation of 155 m decays by 28.18% within the first five cycles,and the degree of soil erosion is 4.88%.Subsequently,it tends to be stable.Scanning electron microscopy (SEM) and nuclear magnetic resonance (NMR) tests indicate that moisture intrusion leads to an increase in the content of fine particles and an increase in the proportion of large pores.[Conclusions ] The deterioration of the soil in the subsidence zone is affected by the variation of the reservoir water level.In the early stage of water storage,the scouring action causes the three -stage damage evolution of "fracture initiation,penetration,and disintegration" within the soil,promoting the transformation of the soil from dense to loose and multi -fractured.In the later stage of water storage,the soil at different elevations has different degrees of contact with the reservoir water,resulting in different degrees of water chemical reactions within the soil.The dissolution of minerals in the soil framework and the fragmentation and cementation of adherents,as well as the synergistic effect of mesoscopic pore network reconstruction and particle erosion fragmentation,are the essential causes of soil deterioration.

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陈星,刑喜旺,王瑞红,等.基于库水位升降作用的库岸边坡土体劣化机制研究[J].长沙理工大学学报(自然科学版),2025,22(5):89-102.
CHEN Xing, XING Xiwang, WANG Ruihong, et al. Study on soil degradation mechanism of reservoir bank slope based on effect of reservoir water level rise and fall[J]. Journal of Changsha University of Science & Technology (Natural Science),2025,22(5):89-102.

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  • 收稿日期:2025-04-23
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  • 在线发布日期: 2025-11-27
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