留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

水库滑坡成因机制研究进展与展望

李长冬 龙晶晶 姜茜慧 付智勇

李长冬, 龙晶晶, 姜茜慧, 付智勇. 水库滑坡成因机制研究进展与展望[J]. 地质科技通报, 2020, 39(1): 67-77. doi: 10.19509/j.cnki.dzkq.2020.0108
引用本文: 李长冬, 龙晶晶, 姜茜慧, 付智勇. 水库滑坡成因机制研究进展与展望[J]. 地质科技通报, 2020, 39(1): 67-77. doi: 10.19509/j.cnki.dzkq.2020.0108
Li Changdong, Long Jingjing, Jiang Xihui, Fu Zhiyong. Advance and prospect of formation mechanism for reservoir landslides[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 67-77. doi: 10.19509/j.cnki.dzkq.2020.0108
Citation: Li Changdong, Long Jingjing, Jiang Xihui, Fu Zhiyong. Advance and prospect of formation mechanism for reservoir landslides[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 67-77. doi: 10.19509/j.cnki.dzkq.2020.0108

水库滑坡成因机制研究进展与展望

doi: 10.19509/j.cnki.dzkq.2020.0108
基金项目: 

国家重点研发计划项目 2018YFC1507200

详细信息
    作者简介:

    李长冬(1981-), 男, 教授, 博士生导师, 主要从事工程地质和岩土工程教学与科研工作。E-mail:lichangdong@cug.edu.cn

  • 中图分类号: P642.22

Advance and prospect of formation mechanism for reservoir landslides

  • 摘要: 滑坡是水库库区主要地质灾害类型之一,开展水库滑坡成因机制研究具有重要理论意义和工程应用价值。利用Web of Science(WoS)数据库和VOSviewer文献计量工具对1999-2018年已发表的969篇以水库滑坡为主题的相关论文进行研究趋势分析。文献计量分析表明三峡库区滑坡稳定性和变形研究是未来水库滑坡成因机制研究主要趋势。从库水对滑坡的宏观力学作用方式、库水作用下岩土体渗流应力耦合机理和库水对岩土体劣化作用过程等方面,对国内外水库滑坡成因机制研究的主要成果与进展进行了综述。综合现有的研究成果指出水库滑坡在精细化地质建模、岩土体多场耦合特征参数获取和岸坡长期演化评价等方面尚存在不足。基于上述问题,提出水库滑坡成因机制研究应以多场信息监测为重要手段,立足多学科交叉,采用大数据融合与挖掘和人工智能技术等解决水库滑坡长期演化趋势难题。考虑水库滑坡所处地质环境的复杂性,建议未来应在水库滑坡立体精细地质建模、多场关联监测、地质结构多场多尺度演变过程、基于监测数据大数据分析的滑坡预警阈值确定和原位试验综合平台构建等方面进一步深入研究。

     

  • 图 1  水库滑坡相关论文的发文量和引用量

    数据来源2019-02-28 Web of Science数据库

    Figure 1.  Characteristics of reservoir landslide related articles and citations by year

    图 2  水库滑坡相关论文的发文国家和地区

    数据来源2019-02-28 Web of Science数据库

    Figure 2.  Global distribution zoning map of reservoir landslide articles based on author locations

    图 3  水库滑坡相关论文标题和摘要中的高频术语网络和密度可视化图

    a.网络可视化图;b.密度可视化图;数据来源2019-02-28 Web of Science数据库

    Figure 3.  High frequency terms in title and abstract from 1999-2018

  • [1] Jia J.A technical review of hydro-project development in China[J].Engineering, 2016, 2(3):302-312. doi: 10.1016/J.ENG.2016.03.008
    [2] 黄润秋, 祁生文.工程地质:十年回顾与展望[J].工程地质学报, 2017, 25(2):257-276. http://d.old.wanfangdata.com.cn/Periodical/gcdzxb201501001
    [3] Habib P.The malpasset dam failure[J].Engineering Geology, 1987, 24(1), 331-338. https://www.researchgate.net/publication/248508018_The_Malpasset_Dam_failure
    [4] Belloni L G, Stefani R.The vajont slide instrumentation:Past experience and the modern approach[J].Engineering Geology, 1987, 24(1), 445-474. https://www.sciencedirect.com/science/article/abs/pii/0013795287900792
    [5] 杜伯辉.柘溪水库塘岩光滑坡: 我国首例水库蓄水初期诱发的大型滑坡[C]//中国岩石力学与工程学会.第二届全国岩土与工程学术大会论文集(上册).北京: 中国岩石力学与工程学会, 2006: 4.
    [6] Yin Y P, Wang D E, Gao Y L, et al.Real-time monitoring and early warning of landslides at relocated Wushan Town, the Three Gorges Reservoir, China[J].Landslides, 2010, 7(3):339-349. doi: 10.1007/s10346-010-0220-1
    [7] Li C D, Tang H M, Ge Y F, et al.Application of back-propagation neural network on bank destruction forecasting for accumulative landslides in the Three Gorges Reservoir Region, China[J].Stochastic Environmental Research and Risk Assessment, 2014, 28(6):1465-1477. doi: 10.1007/s00477-014-0848-9
    [8] Yin Y P, Huang B L, Chen X T, et al.Numerical analysis on wave generated by the Qianjiangping landslide in Three Gorges Reservoir, China[J].Landslides, 2015, 12(2):355-364. doi: 10.1007/s10346-015-0564-7
    [9] Wang F W, Zhang Y M, Huo Z T, et al.Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of the Three Gorges Dam reservoir, China[J].Landslides, 2008, 5(4):379-386. doi: 10.1007/s10346-008-0130-7
    [10] Xu G L, Li W N, Yu Z.et al.The 2 September 2014 Shanshucao landslide, Three Gorges Reservoir, China[J].Landslides, 2015, 12(6):1169-1178. doi: 10.1007/s10346-015-0652-8
    [11] Song C, Chen G J.Mechanism of geological processes of formation and deformation of the Huangtupo landslide[J].Earth Science, 2008, 33(3):411-415. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dqkx200803017
    [12] Tang H M, Li C D, Hu X L, et al.Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir[J].Bulletin of Engineering Geology & the Environment, 2015, 74(3):933-942. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=c7285fbc2f1c9c245a2a7e6bd56db2c9
    [13] Tang H M, Li C D, Hu X L, et al.Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring[J].Landslides, 2015, 12(3):511-521. doi: 10.1007/s10346-014-0500-2
    [14] 中村浩之, 王恭先.论水库滑坡[J].水土保持通报, 1990, 10(1):53-64, 35. http://d.old.wanfangdata.com.cn/Periodical/slxb201705002
    [15] 王锦国, 周云, 黄勇.三峡库区猴子石滑坡地下水动力场分析[J].岩石力学与工程学报, 2006, 25(增刊1):2757-2762. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb2006z1024
    [16] 缪海波.三峡库区侏罗系红层滑坡变形破坏机理与预测预报研究[D].武汉: 中国地质大学(武汉), 2012.
    [17] Pinyol N M, Alonso E E, Corominas J, et al.Canelles landslide:Modelling rapid drawdown and fast potential sliding[J].Landslides, 2012, 9(1):33-51. doi: 10.1007/s10346-011-0264-x
    [18] 刘才华, 陈从新, 冯夏庭.库水位上升诱发边坡失稳机理研究[J].岩土力学, 2005, 26(5):769-773. doi: 10.3969/j.issn.1000-7598.2005.05.018
    [19] 艾剑峰, 陈刚.库水压力对高速公路边坡稳定性影响分析[J].公路交通科技, 2008, 4(增刊2):150-153. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK200802294992
    [20] 李松林, 许强, 汤明高, 等.库水位升降作用下不同滑面形态老滑坡响应规律[J].工程地质学报, 2017, 25(3):841-852. http://d.old.wanfangdata.com.cn/Periodical/gcdzxb201703032
    [21] Wang F W, Zhang Y M, Huo Z T, et al.The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir, China[J].Landslides, 2004, 1(2):157-162. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=2d73e776d937e6daff39313484e93a64
    [22] Jian W X, Xu Q, Yang H F, et al.Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir, China[J].Environmental Earth Sciences, 2014, 72(8):2999-3013. doi: 10.1007/s12665-014-3205-x
    [23] 肖诗荣, 刘德富, 姜福兴, 等.三峡库区千将坪滑坡地质力学模型试验研究[J].岩石力学与工程学报, 2010, 29(5):1023-1030. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201005020
    [24] 姜顺龙, 邱晓亮.土石坝防渗心墙料渗透系数测试方法对比研究[J].人民长江, 2015, 46(8):87-91. http://d.old.wanfangdata.com.cn/Periodical/rmcj201508023
    [25] 高宏刚, 赵天宇, 胡建芳, 等.兰州黄河阶地卵砾石层渗透系数测试研究[J].水文, 2018, 38(1):46-52, 96. doi: 10.3969/j.issn.1000-0852.2018.01.008
    [26] Genuchten V Th M.A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J].Soil Science Society of America Journal, 1980, 44(5):892. doi: 10.2136/sssaj1980.03615995004400050002x
    [27] Rieu M, Sposito G.Fractal fragmentation, soil porosity, and soil water properties:I.Theory[J].Soil Science Society of America Journal, 1991, 55(5):1239-1244. doi: 10.2136/sssaj1991.03615995005500050007x
    [28] Tyler S W, Wheatcraft S W.Application of fractal mathematics to soil water retention estimation[J].Soil Science Society of America Journal, 1989, 53(4):987-996. doi: 10.2136/sssaj1989.03615995005300040001x
    [29] 徐永福, 董平.非饱和土的水分特征曲线的分形模型[J].岩土力学, 2002, 23(4):400-405. doi: 10.3969/j.issn.1000-7598.2002.04.002
    [30] Fredlund D G, Xing A.Equations for the soil-water characteristic curve[J].Canadian Geotechnical Journal, 1994, 31(4):521-532. doi: 10.1139/t94-061
    [31] 魏进兵.水位涨落诱发水库滑坡的机制研究[D].武汉: 中国科学院研究生院(武汉岩土力学研究所), 2006.
    [32] 宋志宇, 李斌, 王新奇.基于神经网络的中线工程高边坡土体渗透参数反演研究[J].长江科学院院报, 2009, 26(增刊1):29-32. http://d.old.wanfangdata.com.cn/Periodical/cjkxyyb2009z1007
    [33] 刘日成, 李博, 蒋宇静, 等.等效水力隙宽和水力梯度对岩体裂隙网络非线性渗流特性的影响[J].岩土力学, 2016, 37(11):3165-3174. http://d.old.wanfangdata.com.cn/Periodical/ytlx201611016
    [34] 李广信, 张丙印, 于玉贞.土力学[M].第2版.北京:清华大学出版社, 2012:47-53.
    [35] 毛昶熙.渗流计算分析与控制[M].北京:水利电力出版社, 1990:48-56.
    [36] 刘方玉.使用无网格方法计算有动边界的渗流问题[C]//中国力学学会、北京工业大学.中国力学学会学术大会2005论文摘要集(下).北京: 中国力学学会, 2005: 1.
    [37] 虞松, 朱维申, 张云鹏.基于DDA方法一种流-固耦合模型的建立及裂隙体渗流场分析和应用[J].岩土力学, 2015, 36(2):555-560. http://d.old.wanfangdata.com.cn/Periodical/ytlx201502035
    [38] 刘洋, 李世海, 刘晓宇.基于连续介质离散元的双重介质渗流应力耦合模型[J].岩石力学与工程学报, 2011, 30(5):951-959. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201105011
    [39] Neuman S P.Saturated-unsaturated seepage by finite elements[J].Journal of the Hydraul Division, ASCE, 1973, 12(99):2233-2250. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=YtUXK8AfFXGv1xe7gwuKB75nt457UJiyRQ6uuZZJfEM=
    [40] 李少龙, 朱国胜, 定培中, 等.岸坡水平排水孔的渗流场数值模拟[J].长江科学院院报, 2017, 34(2):89-93. http://d.old.wanfangdata.com.cn/Periodical/cjkxyyb201702018
    [41] 吴梦喜, 高莲士.饱和-非饱和土体非稳定渗流数值分析[J].水利学报, 1999(12):38-42. doi: 10.3321/j.issn:0559-9350.1999.12.007
    [42] 高小育, 廖红建, 丁春华.渗流对土质边坡稳定性的影响[J].岩土力学, 2004, 25(1):69-72. doi: 10.3969/j.issn.1000-7598.2004.01.014
    [43] 张晓咏, 戴自航.应用ABAQUS程序进行渗流作用下边坡稳定分析[J].岩石力学与工程学报, 2010, 29(增刊1):2927-2934. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb2010z1048
    [44] 徐杨军, 张国民, 刘笑和, 等.库水位下降的饱和-非饱和土坝渗流数值模拟[J].武汉理工大学学报, 2011, 33(3):93-97. doi: 10.3963/j.issn.1671-4431.2011.03.020
    [45] 杨逾, 袁杰, 王树达.海水位上升条件下软土地基竖向位移数值模拟分析[J].中国地质灾害与防治学报, 2018, 29(6):135-141. http://d.old.wanfangdata.com.cn/Periodical/zgdzzhyfzxb201806020
    [46] Witherspoon P A, Wang J S Y, Iwai K, et al.Validity of cubic law for fluid flow in a deformable rock fracture[J].Water Resources Research, 1980, 16(6):1016-1024. doi: 10.1029/WR016i006p01016
    [47] Brown S R, Scholz C H.Broad bandwidth study of the topography of natural rock surfaces[J].Journal of Geophysical Research Solid Earth, 1985, 90(B14):12575-12582. doi: 10.1029/JB090iB14p12575
    [48] 刘晓丽, 林鹏, 韩国锋, 等.裂隙岩质边坡渗流与非连续变形耦合过程分析[J].岩石力学与工程学报, 2013, 32(6):1248-1256. doi: 10.3969/j.issn.1000-6915.2013.06.019
    [49] 徐开民, 盛谦, 付晓东, 等.库区水位变动下白沙碉变形体稳定性研究[J].岩石力学与工程学报, 2016, 35(增刊2):4114-4120. http://www.cnki.com.cn/Article/CJFDTotal-YSLX2016S2072.htm
    [50] 唐佳, 彭振斌, 何忠明.基于连续介质的裂隙岩体流固耦合数值分析[J].中南大学学报:自然科学版, 2016, 47(11):3800-3807. http://d.old.wanfangdata.com.cn/Periodical/zngydxxb201611025
    [51] 杨秀竹, 李花珍, 王星华.地震力作用下软基土石坝的动力响应分析[J].铁道科学与工程学报, 2008, 25(3):51-53. doi: 10.3969/j.issn.1672-7029.2008.03.011
    [52] 岑威钧, 王建, 王帅, 等.水库骤降期偶遇地震作用时高土石坝抗震安全性分析[J].岩土工程学报, 2013, 35(增刊2):308-313. http://d.old.wanfangdata.com.cn/Conference/8211711
    [53] 林朝臣.降雨入渗和地震作用对角奎镇滑坡稳定性的影响[D].成都: 成都理工大学, 2018.
    [54] 王晨玺杰, 邓华锋, 张恒宾, 等.考虑劣化效应的三峡库区某岸坡抗震性能分析[J].长江科学院院报, 2018, 35(1):112-116. http://d.old.wanfangdata.com.cn/Periodical/cjkxyyb201801023
    [55] Alonso E E, Pinyol N M.Criteria for rapid sliding:I.A review of Vaiont case[J].Engineering Geology, 2010, 114(3):198-210. https://www.sciencedirect.com/science/article/abs/pii/S0013795210000736
    [56] Wolter A, Stead D, Ward B C, et al.Engineering geomorphological characterisation of the Vajont slide, Italy, and a new interpretation of the chronology and evolution of the landslide[J].Landslides, 2016, 13(5):1067-1081. doi: 10.1007/s10346-015-0668-0
    [57] 张光斗.法国马尔帕塞拱坝失事的启示[J].水力发电学报, 1998(4):97-99. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199800500737
    [58] 彭进夫, 赖春芳.对法国马尔帕塞拱坝失事的认识[J].西北水电, 2001(3):21-24, 48. doi: 10.3969/j.issn.1006-2610.2001.03.007
    [59] Harp E L, Ii W G W, Sarmiento J G.Pore pressure response during failure in soils[J].Geological Society of America Bulletin, 1990, 102(4):428-438. doi: 10.1130/0016-7606(1990)102<0428:PPRDFI>2.3.CO;2
    [60] 黄锦林.库岸滑坡涌浪对坝体影响研究[D].天津: 天津大学, 2012.
    [61] Rehbinder P.New physico-chemical phenomena in the deformation and mechanical treatment of solids[J].Nature, 1947, 159:866-867. doi: 10.1038/159866a0
    [62] Ojo O, Brook N.The effect of moisture on some mechanical properties of rock[J].Mining Science & Technology, 1990, 10(2):145-156. https://www.sciencedirect.com/science/article/abs/pii/016790319090158O
    [63] Lajtai E Z, Schmidtke R H, Bielus L P.The effect of water on the time-dependent deformation and fracture of a granite[J].International Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstracts, 1987, 24(4):247-255. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ia2fHzpKTn5V6j3z+gYyAw80Er0ikzPZ+hZ2+LDGbHw=
    [64] 刘新荣, 姜德义, 余海龙.水对岩石力学特性影响的研究[J].化工矿物与加工, 2000(5):17-20. doi: 10.3969/j.issn.1008-7524.2000.05.006
    [65] 周春梅, 赵子鹏, 鲁阳.含水量对滑带土强度变形参数及滑坡稳定性的影响[J].防灾减灾工程学报, 2016, 36(2):213-219. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dzxk201602007
    [66] 王士天, 刘汉超, 张倬元, 等.大型水域水岩相互作用及其环境效应研究[J].地质灾害与环境保护, 1997, 8(1):70-90. http://www.cnki.com.cn/Article/CJFDTotal-DZHB701.005.htm
    [67] 乔丽苹, 刘建, 冯夏庭.砂岩水物理化学损伤机制研究[J].岩石力学与工程学报, 2007, 26(10):2117-2124. doi: 10.3321/j.issn:1000-6915.2007.10.023
    [68] West G.Strength properties of Bunter sandstone[J].Tunnels and tunnelling, 1979, 7(7):27-29. http://cn.bing.com/academic/profile?id=3b1f14296351749dfc66d9c1f8b96d39&encoded=0&v=paper_preview&mkt=zh-cn
    [69] 康红普.水对岩石的损伤[J].水文地质工程地质, 1994(3):39-41. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb200702013
    [70] 陈钢林, 周仁德.水对受力岩石变形破坏宏观力学效应的实验研究[J].地球物理学报, 1991, 34(3):335-342. doi: 10.3321/j.issn:0001-5733.1991.03.009
    [71] Hawkins A B, McConnell B J.Sensitivity of sandstone strength and deformability to changes in moisture content[J].Quarterly Journal of Engineering Geology and Hydrogeology, 1992, 25(2):115-130. doi: 10.1144/GSL.QJEG.1992.025.02.05
    [72] 张军, 高富强, 杨小林, 等.含水率和应变率对砂岩单轴抗压强度的影响分析[J].洛阳理工学院学报:自然科学版, 2016, 26(1):13-16. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=lygygdzkxxxb201601004
    [73] Jimoh Y A.Shear strength/moisture content models for a laterite soil in Ilorin, Kwara State, Nigeria[C]//Proceedings of the International Conference on Soil Mechanical and Geotechnical Engineering.AA Balkema Publishers, 2005, 16(2): 521.
    [74] 王海东, 高昌德, 刘方成.含水率对非饱和砂土力学特性影响的试验研究[J].湖南大学学报:自然科学版, 2015, 42(1):90-96. http://d.old.wanfangdata.com.cn/Periodical/hndxxb201501013
    [75] 陈东霞, 龚晓南, 马亢.厦门地区非饱和残积土的强度随含水量变化规律[J].岩石力学与工程学报, 2015, 34(增刊1):3484-3490. http://www.cnki.com.cn/Article/CJFDTotal-YSLX2015S1109.htm
    [76] 方亚如, 蔡戴恩, 刘晓红, 等.含水岩石破裂前的声发射b值变化[J].地震, 1986(2):1-6. http://www.cnki.com.cn/Article/CJFDTotal-DIZN198602000.htm
    [77] 朱安龙.黏性土抗拉强度试验研究及数值模拟[D].成都: 四川大学, 2005.
    [78] Zhang D W, Liu S Y, Zhang T.Water content and modulus relationship of a compacted unsaturated soil[J].Journal of Southeast University, 2012, 28(2):209-214. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dndxxb-e201202014
    [79] 单炜, 张维.含水率和附加荷载对北黑高速公路滑坡路段土体弹性模量影响研究[J].森林工程, 2013, 29(4):103-107. doi: 10.3969/j.issn.1001-005X.2013.04.024
    [80] 刘新荣, 傅晏, 王永新, 等.(库)水-岩作用下砂岩抗剪强度劣化规律的试验研究[J].岩土工程学报, 2008, 30(9):1298-1302. doi: 10.3321/j.issn:1000-4548.2008.09.006
    [81] 陈卫忠, 曹俊杰, 于洪丹, 等.特殊地质区域海底隧道长期稳定性研究[J].岩石力学与工程学报, 2010, 29(10):2017-2026. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=yslxygcxb201010009
    [82] 陈四利, 冯夏庭, 李邵军.岩石单轴抗压强度与破裂特征的化学腐蚀效应[J].岩石力学与工程学报, 2003, 22(4):547-551. doi: 10.3321/j.issn:1000-6915.2003.04.007
    [83] 汤连生, 王思敬.水-岩化学作用对岩体变形破坏力学效应研究进展[J].地球科学进展, 1999, 14(5):433-439. doi: 10.3321/j.issn:1001-8166.1999.05.002
    [84] Bell F G, Cripps J C, Culshaw M G.A review of the engineering behaviour of soils and rocks with respect to groundwater[J].Geological Society, London, Engineering Geology Special Publications, 1986, 3(1):1-23. doi: 10.1144/GSL.ENG.1986.003.01.01
    [85] 汤连生, 张鹏程, 王思敬.水-岩化学作用的岩石宏观力学效应的试验研究[J].岩石力学与工程学报, 2002, 21(4):526-531. doi: 10.3321/j.issn:1000-6915.2002.04.015
    [86] 赵宇, 崔鹏, 胡良博.黏土抗剪强度演化与酸雨引发滑坡的关系:以三峡库区滑坡为例[J].岩石力学与工程学报, 2009, 28(3):576-582. doi: 10.3321/j.issn:1000-6915.2009.03.017
    [87] 陈炳瑞, 冯夏庭, 姚华彦, 等.水化学溶液下灰岩力学特性及神经网络模拟研究[J].岩土力学, 2010, 31(4):1173-1180. doi: 10.3969/j.issn.1000-7598.2010.04.030
    [88] 冯夏庭, 赖户政宏.化学环境侵蚀下的岩石破裂特性:第一部分:试验研究[J].岩石力学与工程学报, 2000, 19(4):403-407. doi: 10.3321/j.issn:1000-6915.2000.04.001
    [89] Wen B P, He L.Influence of lixiviation by irrigation water on residual shear strength of weathered red mudstone in Northwest China:Implication for its role in landslides' reactivation[J].Engineering Geology, 2012, 151:56-63. doi: 10.1016/j.enggeo.2012.08.005
    [90] 王宏伟, 冀东, 武旭.化学-渗流耦合作用下花岗岩变形破坏试验研究[J].矿业研究与开发, 2016, 36(7):68-71. http://www.cnki.com.cn/Article/CJFDTotal-KYYK201607016.htm
    [91] Atkinson B K, Meredith P G.Stress corrosion cracking of quartz:A note on the influence of chemical environment[J].Tectonophysics, 1981(77):1-11. https://www.sciencedirect.com/science/article/abs/pii/0040195181901578
    [92] 杨慧, 曹平, 江学良.水-岩化学作用等效裂纹扩展细观力学模型[J].岩土力学, 2010, 31(7):2104-2110. doi: 10.3969/j.issn.1000-7598.2010.07.014
    [93] 杨振峰, 缪林昌.粉砂质泥岩的强度衰减与环境效应试验研究[J].岩石力学与工程学报, 2007, 26(12):2576-2582. doi: 10.3321/j.issn:1000-6915.2007.12.026
    [94] 方振.温度-应力-化学(TMC)耦合条件下岩石损伤模型理论与实验研究[D].长沙: 中南大学, 2010.
    [95] Sumner P D, Loubser M J.Experimental sandstone weathering using different wetting and drying moisture amplitudes[J].Earth Surface Processes and Landforms:The Journal of the British Geomorphological Research Group, 2008, 33(6):985-990. doi: 10.1002/esp.1586
    [96] 崔溦, 张志耕, 闫澍旺.膨胀土的干湿循环性状及其在边坡稳定性分析中的应用[J].水利与建筑工程学报, 2010, 8(5):24-27. doi: 10.3969/j.issn.1672-1144.2010.05.007
    [97] 张国栋, 邓全胜, 李泯蒂, 等.干湿循环对水库滑坡渗透系数影响的试验研究[J].人民长江, 2016, 47(22):79-82. http://d.old.wanfangdata.com.cn/Periodical/rmcj201622019
    [98] 吴珺华, 袁俊.干湿循环下膨胀土现场大型剪切试验研究[J].岩土工程学报, 2013, 35(增刊1):103-107. http://d.old.wanfangdata.com.cn/Conference/8127405
    [99] Zhou Z L, Cai X, Chen L, et al.Influence of cyclic wetting and drying on physical and dynamic compressive properties of sandstone[J].Engineering Geology, 2017, 220:1-12. doi: 10.1016/j.enggeo.2017.01.017
    [100] Zhou Z L, Cai X, Ma D, et al.Dynamic tensile properties of sandstone subjected to wetting and drying cycles[J].Construction and Building Materials, 2018, 182:215-232. doi: 10.1016/j.conbuildmat.2018.06.056
    [101] 曹玲, 罗先启.三峡库区千将坪滑坡滑带土干-湿循环条件下强度特性试验研究[J].岩土力学, 2007, 28(增刊1):93-97. http://d.old.wanfangdata.com.cn/Conference/6471866
    [102] 汪东林, 栾茂田, 杨庆.非饱和重塑黏土干湿循环特性试验研究[J].岩石力学与工程学报, 2007, 26(9):1862-1867. doi: 10.3321/j.issn:1000-6915.2007.09.018
    [103] 张芳枝, 陈晓平.反复干湿循环对非饱和土的力学特性影响研究[J].岩土工程学报, 2010, 32(1):41-46. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytgcxb201001007
    [104] Wang X G, Zhan H B, Wang J D, et al.On the mechanical damages to tailings sands subjected to dry-wet cycles[J].Bulletin of Engineering Geology and the Environment, 2019(78):4647-4657 https://www.sciencedirect.com/science/article/pii/S0378382012003293
    [105] 卢再华, 陈正汉, 蒲毅彬.膨胀土干湿循环胀缩裂隙演化的CT试验研究[J].岩土力学, 2002, 23(4):417-422. doi: 10.3969/j.issn.1000-7598.2002.04.005
    [106] Liu X R, Jin M H, Li D L, et al.Strength deterioration of a Shaly sandstone under dry-wet cycles:A case study from the Three Gorges Reservoir in China[J].Bulletin of Engineering Geology and the Environment, 2018, 77(4):1607-1621. doi: 10.1007/s10064-017-1107-3
    [107] 王国利, 陈生水, 徐光明.干湿循环下膨胀土边坡稳定性的离心模型试验[J].水利水运工程学报, 2005(4):6-10. doi: 10.3969/j.issn.1009-640X.2005.04.002
    [108] 韦杰, 曹雪山, 袁俊平.降雨/蒸发对膨胀土边坡稳定性影响研究[J].工程勘察, 2010, 38(4):8-13. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gckc201004003
    [109] Wan Y, Xue Q, Liu L, et al.The role of roots in the stability of landfill clay covers under the effect of dry-wet cycles[J].Environmental Earth Sciences, 2016, 75(1):1-9. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=d45a4091e10518f14ca32971cd118f55
  • 加载中
图(3)
计量
  • 文章访问数:  1319
  • PDF下载量:  3885
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-11-16

目录

    /

    返回文章
    返回