(1. College of Civil Engineering and Architecture,Zhejiang University,Hangzhou,Zhejiang 310058,China;
2. Department of Ocean Science and Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China)
Abstract:In order to reveal the action mechanism of unsaturated debris embankment slope under rainfall action,based on the diagnoses of locale data and theory of scouring shearing stress of slope surface,generalized equation of eroding depth of slope surface is derived. Then,physical model test results are used to verify the rationality and applicability of the theoretical derivation,which reflects that the eroding depths of various points are closely related to scouring time and location on slope surface. Model test actually reproduces physical essence of embankment slopes under scouring-penetrative destruction. Combining with the model test results,mechanism of debris embankment slope caused by rainfall action is analyzed clearly. The research result is shown as follows:Firstly,intensive rainfall with long duration is the main inducing factor of instability and failure of debris embankment slope. Secondly,the scouring and infiltration penetration processes of rainwater influence and facilitate each other. Finally,the destruction development process of embankment slopes by scouring-penetration coupling can be well revealed by adopting physical model test;and the model test can provide the references for stability evaluation and taking protective measures upon similar embankment slopes.
[1] 高民欢,李 辉,张新宇,等. 高等级公路边坡冲刷理论与植被防护技术[M]. 北京:人民交通出版社,2005:1–8.(GAO Minhuan,LI Hui,ZHANG Xinyu,et al. Erosion theory and vegetation protection of high-type highway embankment slope[M]. Beijing:China Communications Press,2005:1–8.(in Chinese))
[2] 姚海林,郑少河,李文斌,等. 降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究[J]. 岩石力学与工程学报,2002,21(7):1 034– 1 039.(YAO Hailin,ZHENG Shaohe,LI Wenbin,et al. Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(7):1 034–1 039.(in Chinese))
[3] 李 亮,刘兴旺,赵炼恒,等. 降雨入渗对路基稳定性影响因素分析[J]. 铁道科学与工程学报,2007,4(2):19–23.(LI Liang,LIU Xingwang,ZHAO Lianheng,et al. Factors analysis of subgrade stability due to rainfall infiltration[J]. Journal of Railway Science and Engineering,2007,4(2):19–23.(in Chinese))
[4] LIM T T,RAHARDJO H,CHANG M F,et al. Effect of rainfall on matric suctions in a residual soil slope[J]. Canadian Geotechnical Journal,1996,33(4):618–628.
[5] 周建军,徐瑞春,柳景华. 大岩淌边坡降雨–应力–非饱和渗流研究[J]. 长江科学院报,2008,25(6):77–81.(ZHOU Jianjun,XU Ruichun,LIU Jinghua. Coupling rainfall-stress-unsaturated seepage for Dayantang landslide[J]. Journal of Yangtze River Scientific Research Institute,2008,25(6):77–81.(in Chinese))
[6] RAHARDJO H,NIO A S,LEONG E C,et al. Effects of groundwater table position and soil properties on stability of slope during rainfall[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(11):1 555–1 564.
[7] 刘礼领,殷坤龙. 暴雨型滑坡降水入渗机制分析[J]. 岩土力学,2008,29(4):1 061–1 066.(LIU Liling,YIN Kunlong. Analysis of rainfall infiltration mechanism of rainstorm landslide[J]. Rock and Soil Mechanics,2008,29(4):1 061–1 066.(in Chinese))
[8] 吴李泉,张 锋,凌贤长,等. 强降雨条件下浙江武义平头村山体高边坡稳定性分析[J]. 岩石力学与工程学报,2009,28(6):1 193– 1 199.(WU Liquan,ZHANG Feng,LING Xianzhang,et al. Stability analysis of high slope subjected to heavy rainfall in Pingtou village of Wuyi County,Zhejiang Province[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1 193–1 199.(in Chinese))
[9] MONTRASIO L. Stability analysis of soil-slip[C]// Risk analysis II. Southampton:Wit Press,2000.
[10] MONTRASIO L,VALENTINO R. Experimental analysis and modeling of shallow landslides[J]. Landslides,2007,4(3):291–296.
[11] MONTRASIO L,VALENTINO R. A model for triggering mechanisms of shallow landslides[J]. Natural Hazards and Earth System Sciences,2008,8(5):1 149–1 159.
[12] MONTRASIO L,VALENTINO R,LOSI G L. Rainfall-induced shallow landslides:a model for the triggering mechanism of some case studies in Northern Italy[J]. Landslides,2009,6(3):241–251.
[13] 徐光明,王国利,顾行文,等. 雨水入渗与膨胀性土边坡稳定性试验研究[J]. 岩土工程学报,2006,28(2):270–273.(XU Guangming,WANG Guoli,GU Xingwen,et al. Centrifuge modeling for instability of excavated slope in expansive soil due to water infiltration[J]. Chinese Journal of Geotechnical Engineering,2006,28(2):270–273.(in Chinese))
[14] LEONG W K,CHU J,HIGHT D W. Slip failures in granular slopes:some observations from model tests[C]// Ho KKS ed. Geotechnical Engineering Meeting Society?s Needs. Schipholweg,Netherlands:A. A. Balkema,2001:819–824.
[15] 罗 斌,王秉纲,王选仓. 路基边坡坡面冲刷基本理论[J]. 公路交通科技,2002,19(4):27–29.(LUO Bin,WANG Binggang,WANG Xuancang. Basic theory of subgrade slope surface scouring[J]. Journal of Highway and Transportation Research and Development,2002,19(4):27–29.(in Chinese))
[16] 王瑞钢,闫澍旺,邓卫东. 降雨作用下高填土质路堤边坡的渗流稳定分析[J]. 中国公路学报,2004,17(4):25–30.(WANG Ruigang,YAN Shuwang,DENG Weidong. Analysis of seepage stability of high-filled embankment slope due to rainfall infiltration[J]. China Journal of Highway and Transport,2004,17(4):25–30.(in Chinese))
[17] 刘新喜,夏元友,蔡俊杰,等. 降雨入渗下强风化软岩高填方路堤边坡稳定性研究[J]. 岩土力学,2007,28(8):1 705–1 709.(LIU Xinxi,XIA Yuanyou,CAI Junjie,et al. Study on stability of high-filled embankment slope of highly weathered soft rock under rainfall infiltration[J]. Rock and Soil Mechanics,2007,28(8):1 705–1 709. (in Chinese))
[18] 李汝成,王复明. 降雨入渗对泥岩–土混填路堤稳定性的影响[J]. 岩石力学与工程学报,2008,27(11):2 260–2 266.(LI Rucheng,WANG Fuming. Effect of rainfall infiltration on stability of mudstone- soil mixture embankment[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 260–2 266.(in Chinese))
[19] 夏元友,张亮亮. 考虑降雨入渗影响的边坡稳定性数值分析[J]. 公路交通科技,2009,26(10):27–32.(XIA Yuanyou,ZHANG Liangliang. Numerical analysis of highway slope stability considering rainfall infiltration[J]. Journal of Highway and Transportation Research and Development,2009,26(10):27–32.(in Chinese))
[20] 汤有光,郭轶锋,吴宏伟,等. 考虑地表径流与地下渗流耦合的斜坡降雨入渗研究[J]. 岩土力学,2004,25(9):1 347–1 352.(TANG Yeoukoung,KWOK Yihfeng,NG Wang Wai Charles,et al. A preliminary study of rainfall infiltration on slope using a new coupled surface and subsurface flow model[J]. Rock and Soil Mechanics,2004,25(9):1 347–1 352.(in Chinese))
[21] 刘俊新,刘育田,胡启军. 非饱和地表径流–渗流和流固耦合条件下降雨入渗对路堤边坡稳定性研究[J]. 岩土力学,2010,31(3):903–910.(LIU Junxin,LIU Yutian,HU Qijun. Stability of embankment slope subjected to rainfall infiltration considering both runoff- underground seepage and fluid-solid coupling[J]. Rock and Soil Mechanics,2010,31(3):903–910.(in Chinese))
[22] 吴持恭. 水力学[M]. 北京:高等教育出版社,2003:268–281.(WU Chigong. Hydraulics[M]. Beijing:Higher Education Press,2003:268–281.(in Chinese))
[23] 许建聪. 碎石土滑坡变形解体破坏机制及稳定性研究[博士学位论文][D]. 杭州:浙江大学,2005.(XU Jiancong. Study on the mechanics of deformation disintegration failure and stability of debris landslide[Ph. D. Thesis][D]. Hangzhou:Zhejiang University,2005.(in Chinese))