4/6/2025, 2:14:32 AM 星期日
降雨条件下湖南省红层地区浅层土坡失稳机理研究
CSTR:
作者:
作者单位:

1.湖南省地质灾害调查监测所,湖南 长沙 410004;2.湖南省地质灾害监测预警与应急救援工程技术研究中心,湖南 长沙 410004;3.有色金属成矿预测与地质环境监测教育部重点实验室,湖南 长沙 410083;4.湖南省有色资源与地质灾害探查湖南省重点实验室,湖南 长沙 410083;5.中南大学地球科学与信息物理学院,湖南 长沙 410083

中图分类号:

P642.2

基金项目:

湖南省地质院科研项目“湖南省典型地质背景区地质灾害成灾模式及致灾因素评价体系研究”(编号:HNGSTP202202)


Study on instability mechanism of shallow soil slopes in the red beds of Hunan Province under rainfall conditions
Author:
  • YAO Tengfei 1,2

    YAO Tengfei

    Hunan Institute of Geological Disaster Investigation and Monitoring, Changsha Hunan 410004, China;Hunan Geological Disaster Monitoring, Early Warning and Emergency Rescue Engineering Technology;Research Center, Changsha Hunan 410004, China
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  • XU Yuebing 3,4,5

    XU Yuebing

    Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring,Ministry of Education, Changsha Hunan 410083, China;Hunan Nonferrous Resources and Geological Hazards Exploration Key Laboratory of Hunan Province,Changsha Hunan 410083, China;School of Geosciences and Info-Physics, Central South University, Changsha Hunan 410083, China
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  • HAN Han 3,4,5

    HAN Han

    Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring,Ministry of Education, Changsha Hunan 410083, China;Hunan Nonferrous Resources and Geological Hazards Exploration Key Laboratory of Hunan Province,Changsha Hunan 410083, China;School of Geosciences and Info-Physics, Central South University, Changsha Hunan 410083, China
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  • WANG Can 1,2

    WANG Can

    Hunan Institute of Geological Disaster Investigation and Monitoring, Changsha Hunan 410004, China;Hunan Geological Disaster Monitoring, Early Warning and Emergency Rescue Engineering Technology;Research Center, Changsha Hunan 410004, China
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Affiliation:

1.Hunan Institute of Geological Disaster Investigation and Monitoring, Changsha Hunan 410004, China;2.Hunan Geological Disaster Monitoring, Early Warning and Emergency Rescue Engineering Technology;Research Center, Changsha Hunan 410004, China;3.Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring,Ministry of Education, Changsha Hunan 410083, China;4.Hunan Nonferrous Resources and Geological Hazards Exploration Key Laboratory of Hunan Province,Changsha Hunan 410083, China;5.School of Geosciences and Info-Physics, Central South University, Changsha Hunan 410083, China

  • 摘要
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    摘要:

    红层是典型的“易滑地层”,在降雨条件下很容易发生浅层土质滑坡,因此研究红层地区浅层土质边坡在降雨条件下的稳定性十分重要。本研究以湖南省红层区浅层土质边坡为例,采用修正Green-Ampt入渗模型,对不同坡度、降雨强度、饱和渗透系数和初始含水率条件下的红层地区浅层土质边坡的稳定性进行研究,分析得到了各因素对边坡稳定性的影响规律。边坡坡度<45°时,安全系数随坡度增大而减小,边坡坡度>60°时,安全系数随坡度增大而增大;湿润锋随降雨强度的变化不明显,安全系数随降雨强度的增加变化不明显;随着饱和渗透系数的增加,湿润锋深度增加,边坡安全系数减小;安全系数随初始含水率的增加而减小。研究结果可为红层地区边坡防护工程提供一定的理论依据和实践指导。

    Abstract:

    Red beds are typically considered as “prone-to-slide strata”, and shallow soil landslides can easily occur under rainy conditions. Therefore, it is of great importance to study the stability of shallow soil slopes in red bed areas under rainfall conditions. In this research,the shallow soil slopes in the red bed areas of Hunan Province is taken as an example, the stability of shallow soil slopes in red bed areas under different slope gradients, rainfall intensities, saturated hydraulic conductivities, and initial water contents is investigated by employing the modified Green-Ampt infiltration model, the specific impact patterns of these factors on slope stability is also analyzed. When the slope gradient is less than 45°, the safety factor decreases as the slope increases; when the slope gradient is greater than 60°, the safety factor increases with the slope. The wetting front depth changes insignificantly with the rainfall intensity, and the safety factor changes insignificantly with the rainfall intensity; the depth of the wetting front increases and the safety factor of the slope decreases as the saturated hydraulic conductivity increases; the safety factor decreases as the initial water content increase. The results can provide a theoretical basis and practical guidance for slope protection engineering in red bed areas.

    参考文献
    [1] 周翠英,刘镇,薛翊国,等.关于红层灾变基础研究的若干思考[J].工程地质学报,2023,31(3):689-705.ZHOU Cuiying, LIU Zhen, XUE Yiguo, et al. Some thoughts on basic research of red beds disaster[J]. Journal of Engineering Geology, 2023,35(3):549-557.
    [2] 程强,寇小兵,黄绍槟,等.中国红层的分布及地质环境特征[J].工程地质学报,2004,12(1):34-40.CHEN Qiang, KOU Xiaobing, HUANG Shaobin, et al. The distributes and geologic environment characteristics of red beds in China[J]. Journal of Engineering Geology, 2004,12(1):34-40.
    [3] 许强,唐然.红层及其地质灾害研究[J].岩石力学与工程学报,2023,42(1):28-50.XU Qiang, TANG Ran. Study on red beds and its geological hazards[J]. Chinese Journal of Rock Mechanics and Engineering, 2023,42(1):28-50.
    [4] Hecht C A, Bönsch C, Bauch E. Relations of rock structure and composition to petrophysical and geomechanical rock properties: Examples from Permocarboniferous red-beds[J]. Rock Mechanics and Rock Engineering, 2005,38(3):197-216.
    [5] Zhang Z T, Gao W H, Zeng C F, et al. Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model[J]. Transportation Geotechnics, 2020,24:100382.
    [6] 谢小帅,陈华松,肖欣宏,等.水岩耦合下的红层软岩微观结构特征与软化机制研究[J].工程地质学报,2019,27(5):966-972.XIE Xiaoshuai, CHEN Huasong, XIAO Xinhong, et al. Micro-structual characteristics and softening mechanism of red-bed soft rock under water-rock interaction condition[J]. Journal of Engineering Geology, 2019,27(5):966-972.
    [7] Liu Z, He X F, Zhou C Y. Influence mechanism of different flow patterns on the softening of red-bed soft rock[J]. Journal of Marine Science and Engineering, 2019,7(5):155.
    [8] 李保雄,苗天德.红层软岩顺层滑坡临滑预报的强度控制方法[J].岩石力学与工程学报,2003,22(S2):2703-2706.LI Baoxiong, MIAO Tiande. Strength controlling forecast method of critical landslide along red-soft-mudstone layer[J]. Chinese Journal of Rock Mechanics and Engineering 2003,22(S2):2703-2706.
    [9] 孙乔宝,刘涌江,李华昆,等.安楚高速公路红层软岩公路路堤病害处治方法[J].公路交通科技,2005,22(6):50-53.SUN Qiaobao, LIU Yongjiang, LI Huakun, et al. The red beds embankment disaster treatment of Anning-Chuxiong Highway[J]. Journal of Highway and Transportation Research and Development, 2005,22(6):50-53.
    [10] Wu G X, Chen X S, Ding J, et al. Determination of critical height of slope filled by red-bed soft rock under seismic loading[J]. Advanced Materials Research, 2011,261-263:1655-1659.
    [11] 白永健,葛华,冯文凯,等.乌蒙山区红层软岩滑坡地质演化及灾变过程离心机模型试验研究[J].岩石力学与工程学报,2019,38(S1):3025-3035.BAI Yongjian, GE Hua, FENG Wenkai, et al. Centrifugal tests on geological evolution and sliding process for red-bed soft rock landslide in wumeng mountain area[J]. Chinese Journal of Rock Mechanics and Engineering, 2019,38(S1):3025-3035 .
    [12] 孟生勇,江兴元,杨义,等.降雨诱发堆积体滑坡水土响应与稳定性时空演化试验研究[J].水文地质工程地质,2023,50(1):104-112.MENG Shengyong, JIANG Xingyuan, YANG Yi, et al. An experimental study of spatial-temporal evolution of water-soil response and stability of a rainfall-induced accumulation landslide[J]. Hydrogeology & Engineering Geology, 2023,50(1):104-112.
    [13] 杨旭,周翠英,刘镇,等.华南典型巨厚层红层软岩边坡降雨失稳的模型试验研究[J].岩石力学与工程学报,2016,35(3):549-557.YANG Xu, ZHOU Cuiying, LIU Zhen, et al. Model tests for failure mechanism of typical soft rock slopes of red beds under rainfall in South China[J]. Chinese Journal of Rock Mechanics and Engineering, 2016,35(3):549-557.
    [14] 何成,唐辉明,申培武,等.应变软化边坡渐进破坏模式及稳定性可靠度[J].地球科学,2021,46(2):697-707.HE Cheng, TANG Huiming, SHEN Peiwu, et al. Progressive failure mode and stability reliability of strain-softening slope[J]. Earth Science, 2021,46(2) 697-707.
    [15] 张抒,唐辉明,刘晓,等.基于饱和渗透系数空间变异结构的斜坡渗流及失稳特征[J].地球科学,2018,43(2):622-634.ZHANG Shu, TANG Huiming, LIU Xiao, et al. Seepage and instability characteristics of slope based on spatial variation structure of saturated hydraulic conductivity[J]. Earth Science, 2018,43(2):622-634.
    [16] 刘磊磊,梁昌奇,徐蒙,等.考虑参数旋转各向异性空间变异性的边坡大变形概率分析[J].地球科学,2023,48(5):1836-1852.LIU Leilei, LIANG Changqi, XU Meng, et al. Probabilistic slope large deformation analysis considering soil spatial variability with rotated anisotropy[J]. Earth Science, 2023,48(5):1836-1852.
    [17] 蒋先平,张鹏,卢艺伟,等.物质点强度折减法边坡失稳判据选择方法[J].地质科技通报,2022,41(2):113-122.JIANG Xianping, ZHANG Peng, LU Yiwei, et al. Slope failure criterion for the strength reduction material point method[J]. Bulletin of Geological Science and Technology, 2022,41(2):113-122.
    [18] 吴益平,卢里尔,薛阳.基于临界状态的边坡渐进破坏力学模型分析及应用[J].地质科技通报,2020,39(5):1-7.WU Yiping, LU Lier, XUE Yang. Application of landslide progressive failure mechanical model based on the critical stress state[J]. Bulletin of Geological Science and Technology, 2020,39(5):1-7.
    [19] 吴凯峰,郑志勇,余海兵.基于应变软化特征的含软弱层公路边坡稳定性研究[J].地质科技情报,2019,38(6):150-156.WU Kaifeng, ZHENG Zhiyong, YU Haibing. Stability evaluation of highway slope with soft layer based on strain softening characteristics[J]. Geological Science and Technology Information, 2019,38(6):150-156.
    [20] 苗朝,张勇,李乾坤,等.基于PFC2D的缓倾顺层滑移-溃曲型岩质滑坡破坏机制分析[J].钻探工程,2023,50(5):11-17.MIAO Zhao, ZHANG Yong, LI Qiankun, et al. The deformation mechanism analysis of gently inclined and consequent sliding-buckling rock landslides based on PFC2D[J]. Drilling Engineering, 2023,50(5):11-17.
    [21] 李乾坤,苗朝,程英建,等.川东巴中市恩阳区近水平土质滑坡破坏模式及专业监测预警[J].钻探工程,2023,50(5):43-51.LI Qiankun, MIAO Zhao, CHENG Yingjian, et al. Damage patterns of near-horizontal soil landslides and professional monitoring and warning in Enyang District, Bazhong City, East Sichuan[J]. Drilling Engineering, 2023,50(5):43-51.
    [22] 杨子跃,王济君,徐鹏.降雨-堆载耦合作用下深厚填土边坡稳定性分析[J].钻探工程,2023,50(4):94-102.YANG Ziyue, WANG Jijun, XU Peng. Stability analysis of deep fill slope under the influence of rainfall-surcharge coupling[J]. Drilling Engineering, 2023,50(4):94-102.
    [23] 蒋水华,刘贤,黄发明,等.考虑多参数空间变异性的降雨入渗边坡失稳机理及可靠度分析[J].岩土工程学报,2020,42(5):900-907.JIANG Shuihua, LIU Xian, HUANG Faming, et al. Failure mechanism and reliability analysis of soil slopes under rainfall infiltration considering spatial variability of multiple soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2020,42(5):900-907.
    [24] Dou H Q, Han T C, Gong X N, et al. Probabilistic slope stability analysis considering the variability of hydraulic conductivity under rainfall infiltration-redistribution conditions[J]. Engineering Geology, 2014,183:1-13.
    [25] Cho S E. Infiltration analysis to evaluate the surficial stability of two-layered slopes considering rainfall characteristics[J]. Engineering Geology, 2009,105(1-2):32-43.
    [26] Dou H Q, Han T C, Gong X N, et al. Effects of the spatial variability of permeability on rainfall-induced landslides[J]. Engineering Geology, 2015,192:92-100.
    [27] 豆红强,韩同春,龚晓南,等.降雨条件下考虑饱和渗透系数变异性的边坡可靠度分析[J].岩土力学,2016,37(4):1144-1152.DOU Hongqiang, HAN Tongchun, GONG Xiaonan, et al. Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltration[J]. Rock and Soil Mechanics, 2016,37(4):1144-1152.
    [28] Li D Q, Qi X H, Phoon K K, et al. Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes[J]. Structural Safety, 2014,49:45-55.
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引用本文

姚腾飞,徐跃冰,韩函,等.降雨条件下湖南省红层地区浅层土坡失稳机理研究[J].钻探工程,2024,51(4):101-110.
YAO Tengfei, XU Yuebing, HAN Han, et al. Study on instability mechanism of shallow soil slopes in the red beds of Hunan Province under rainfall conditions[J]. Drilling Engineering, 2024,51(4):101-110.

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  • 收稿日期:2024-03-22
  • 最后修改日期:2024-05-22
  • 录用日期:2024-05-31
  • 在线发布日期: 2024-08-02
  • 出版日期: 2024-07-10
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