参考文献/References:
[1] CIVAN F. Reservoir formation damage[M]. Burlington,USA:Gulf Professional Publishing,2011:1～9.
[2] WEISBROD N,NIEMET M R,ROCKHOLD M L,et al. Migration of saline solutions in variably saturated porous media[J]. Journal of contaminant hydrology,2004,72(1):109-133.
[3] ARMATAS G S,KANATZIDIS M G. Mesostructured germanium with cubic pore symmetry[J]. Nature,2006,441(7097):1122-1125.
[4] 罗玉龙,速宝玉,盛金昌,等. 对管涌机理的新认识[J]. 岩土工程学报,2011,33(12):1895-1902 [LUO Yulong,SU Bao-yu,SHENG Jinchang,et al. New understandings on piping mechanism[J]. Chinese Journal of Geotechnical Engineering,2011,33(12):1895-1902]
[5] 陈晓清,崔鹏,冯自立,等. 滑坡转化泥石流起动的人工降雨试验研究[J]. 岩石力学与工程学报,2006,25(1):106-116[CHEN Xiaoqing,CUI Peng,FENG Zili,et al. Artificial rainfall experimental study on landslide translation to debris flow[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(1):106-116.]
[6] 陈晓清. 滑坡转化泥石流起动机理试验研究[D]. 成都:西南交通大学,2006:98-103 [CHEN Xiaoqing. The research on landslide translation to debris flow[D]. Chengdu:Southwest Jiaotong University,2006:98-103]
[7] 胡明鉴,汪稔,张平仓. 斜坡稳定性及降雨条件下激发滑坡的试验研究[J]. 岩土工程学报,2001,23(4):454-457 [HU Mingjian,WANG Ren,ZHANG Pingcang. Primary research on the effect of rainfall on landslid[J]. Chinese Journal of Geotechnical Engineering,2001,23(4):454-457
[8] 矫滨田,鲁晓兵,王淑云,等. 土体降雨滑坡中细颗粒运移及效应[J]. 地下空间与工程学报,2005,1(7):1014-1016.[ JIAO Bin tian,LU Xiaobing,WANG Shuyun,et al. The movement of fine grains and its effects on the landslide and debris flow caused by raining[J]. Chinese Journal of Underground Space and Engineering,,2005,1(7):1014-1016.]
[9] LU X B,CUI P,HU K,et al. Initiation and development of water film by seepage[J]. Journal of Mountain Science,2010,7(4):361-366.
[10] 国家质量技术监督局,中华人民共和国建设部. 岩土工程基本术语标准[S]. 北京:中国计划出版社,1998:21-22[General Administration of Quality Supervision of the People's Republic of China,Ministry of Housing and Urban-Rural Development of the People's Repulic of China,Basic terminology standards of geotechnical engineering[S]. Beijing:China Planning Press,1998:21-22]
[11] 朱崇辉,王增红,刘俊民. 粗粒土的渗透破坏坡降与颗粒级配的关系研究[J]. 中国农村水利水电,2006(3):72-74[ZHU Chonghui,WANG Zenghong,LIU Junmin. Study on the relation between the permeation damage slope and the grain composition of coarse-grained soil[J]. China Rural Water and Hydropower,2006(3):72-74.]
[12] 崔鹏. 泥石流起动条件及机理的实验研究[J]. 科学通报,1991,36(21):1650-1652 [CUI Peng. Experiment study on the debris flow triggering conditions and mechanisms[J]. Chinese Science Bulletin,1991,36(21):1650-1652]
[13] 崔鹏,关君蔚. 泥石流起动的突变学特征[J]. 自然灾害学报,1993,2(1):53-61 [CUI Peng,GUAN Junwei. The sudden change properties of debris flow initiation[J]. Journal of Natural Disasters,1993,2(1):53-61]
[14] 吴积善,康志成,田连权,等. 云南蒋家沟泥石流观测研究[M]. 北京:科学出版社,1990:69-70[WU Jishan,KANG Zhicheng,TIAN Lianquan,et al,Research on the observation data in Jiangjia Gully debris flow in Yunnan province[M]. Beijing:Scicence Press,1990:69-70]
[15] 余斌,赵惠林. 粘性泥石流运动模型的实验研究[J]. 自然灾害学报,1999,8(2):81-87 [YU Bin,ZHAO Huilin. Research on movement model of viscous debris flow by rheological experiments[J]. Journal of Natural Disasters,1999,8(2):81-87]
[16] CHEN N S,ZHOU W,YANG C L,et al. The processes and mechanism of failure and debris flow initiation for gravel soil with different clay content[J]. Geomorphology,2010,121(3):222-230.
[17] WANG G,SASSA K. Pore-pressure generation and movement of rainfall-induced landslides:effects of grain size and fine-particle content[J]. Engineering geology,2003,69(1):109-125.
[18] 周小军,崔鹏,贾世涛,等. 基于正交设计的土体细颗粒迁移积聚水槽实验研究[J]. 四川大学学报(工程科学版),2012,(S1):83-88 [ZHOU Xiaojun,CUI Peng,JIA Shitao,et al. Flume test study on the movement of fine grains based on orthogonal design[J]. Journal of Sichuan University(Engineering Science edition),2012,(S1):83-88]
[19] 周小军,崔鹏,李战鲁. 泥石流源区砾石土渗透沉降综合测试设备研制及应用[J]. 岩石力学与工程学报,2012,31(6):1281-1289 [ZHOU Xiaojun,CUI Peng,LI Zhanlu. Development and application of integrated test equipment for permeability and settlement of gravelly soil in triggering area of debris flow[J],Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1281-1289.]
[20] 王志兵. 泥石流源区土体颗粒运移堵塞效应及其斜坡破坏模式[D]. 武汉:中国科学院武汉岩土力学研究所,2011:78-82[WANG Zhibing. Fine migrating leading to blocking and different failure modes with debris flow source soil[D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2011:78-82]
[21] 陈星欣,白冰,于涛,等. 粒径和渗流速度对多孔介质中悬浮颗粒迁移和沉积特性的耦合影响[J]. 岩石力学与工程学报,2012,31(S2):4248-4253 [CHEN Xingxin,BAI Bing,YU Tao,et al. Coupled effects of particle size and flow rate on characteristics of particle transportation and deposition in porous media[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(S2):4248-4253]
[22] 陈星欣,白冰. 重力对饱和多孔介质中颗粒输运特性的影响[J]. 岩土工程学报,2012,34(9):1661-1667 [CHEN Xingxin,BAI Bing. Effect of gravity on transport of particles in saturated porous media[J]. Chinese Journal of Geotechnical Engineering,2012,34(9):1661-1667]
[23] 雷廷武,张晴雯,闫丽娟. 细沟侵蚀物理模型[M]. 北京:科学出版社,2009:144-158 [LEI Tingwu,ZHANG Qingwen,YAN Lijuan. Physical models of rill erosion[M]. Beijing:Science Press. 2009:144-158]
[24] 李俊杰. 应用于土壤侵蚀的环境放射性核素示踪技术方法研究[D]. 北京:中国农业科学院农业环境与可持续发展研究所,2008:61-95 [LI Junjie. Study for tracing technique and methods using environmental radionuclides applied to soil erosion[D]. Beijing:Institute of Environment and Sustainable Development in Agriculture,Chinese Academy of Agricultural Sciences,2008:61-95]
[25] 王静慧,沙占江,马涛,等. 放射性核素137Cs 在示踪土壤侵蚀研究中的应用[J]. 盐湖研究,2012,20(002):59-65 [WANG Jinghui,SHA Zhanjiang,MA Tao,et al. Radioactive fallout 137Cs as a tracer to study soil erosion[J]. Journal of Salt Lake Research,2012,20(002):59-65]
[26] 曲志捷. 流化颗粒显示的新方法——颗粒荧光示踪法[J]. 应用化学,1984,3:77-78 [QU Zhijie. A new method to trace fluidized particles(Fluorescent tracer particle method)[J]. Chinese Journal of Applied Chemistry,1984,3:77-78.]
[27] WEISBROD N,NIEMET M R,ROCKHOLD M L,et al. Migration of saline solutions in variably saturated porous media[J]. Journal of contaminant hydrology,2004,72(1):109-133.
[28] ZVIKELSKY O,WEISBROD N. Impact of particle size on colloid transport in discrete fractures[J]. Water resources research,2006,42(12):1-8.
[29] ZVIKELSKY O,WEISBROD N,Dody A. A comparison of clay colloid and artificial microsphere transport in natural discrete fractures[J]. Journal of colloid and interface science,2008,323(2):286-292.
[30] COUSSY O. Poromechanics[M]. West Sussex,England:John Wiley & Sons,2004:1-17.
[31] JANSSEN H K,TÄUBER U C. The field theory approach to percolation processes[J]. Annals of Physics,2005,315(1):147-192.
[32] SAHIMI M,GAVALAS G R,TSOTSIS T T. Statistical and continuum models of fluid-solid reactions in porous media[J]. Chemical Engineering Science,1990,45(6):1443-1502.
[33] SAHIMI M. Flow and transport in porous media and fractured rock:from classical methods to modern approaches[M]. Weinheim,Germany:John Wiley & Sons,2012:15-37,179-212.
[34] STAUFFER D,AHARONY A. Introduction to percolation theory[M]. London:Taylor and Francis,1991:1-13.
[35] GOLDEN K M. Percolation models for porous media[M]. New York:Springer,1997:27-43.
[36] 吕兆兴. 孔隙裂隙双重介质逾渗理论及应用研究[D]. 太原:太原理工大学,2008:73-98 [LYU Zhaoxing. The theory and its application of percolation in poreand fracture double-medium[D]. Taiyuan:Taiyuan University of Technology,2008:73-98]
[37] HUNT A,EWING R. Percolation theory for flow in porous media[M]. Heidelberg,Germany:Springer,2009:1-34.
[38] SUCCI S. The Lattice-Boltzmann Equation[M]. Oxford:Oxford university press,2001:1-73.
[39] 郭照立,郑楚光,李青,等. 流体动力学的格子 Boltzmann 方法[M]. 武汉:湖北科学技术出版社,2002:29-50[GUO Zhaoli,ZHENG Chuguang,LI Qing,et al. Lattice Boltzmann method for hydrodynamics[M]. Wuhan:Hubei Science & Technology Press,2002:29-50.]
[40] SUKOP M C,THORNE D T. Lattice Boltzmann modeling:an introduction for geoscientists and engineers[M]. Berlin:Springer,2007:1-11.
[41] 段雅丽. 格子 Boltzmann 方法及其在流体动力学上的一些应用[D]. 合肥:中国科学技术大学数学系,2007:71-78 [DUAN Yali. Lattice Boltzmann method and some application to hydrodynamics[D]. Hefei University of Science and Technology of China,2007:71-78]
[42] FLURY M,FLÜHLER H,JURY W A,et al. Susceptibility of soils to preferential flow of water:A field study[J]. Water resources research,1994,30(7):1945-1954.
[43] GERKE H H,GENUCHTEN M T. A dual‐porosity model for simulating the preferential movement of water and solutes in structured porous media[J]. Water Resources Research,1993,29(2):305-319.
[44] STEENHUIS T S,RICHARD T L,PARLANGE M B,et al. Preferential flow influences on drainage of shallow sloping soils[J]. Agricultural water management,1988,14(1):137-151.
[45] 曾远. 土体破坏细观机理及颗粒流数值模拟[D]. 上海:同济大学,2006:123-142[ZENG Yuan. Microscopic mechanics of soil failure and PFC numerical simulation[D]. Shanghai:Tongji University,2006:123-142]
[46] 周健,贾敏才. 土工细观模型试验与数值模拟[M]. 北京:科学出版社,2008:1-20 [ZHOU Jian,JIA Mincai. Soil meso-scale model test and numerical simulation[M]. Beijing:Science Press,2008:1-20]
[47] 王国强. 郝万军,王继新. 离散单元法及其在 EDEM 上的实践[M]. 西安:西北工业大学出版社,2010:2-10 [WANG Guoqiang,HAO Wanjun,WANG Jixin. Discrete Element method and its application on EDEM[M]. Xi'an,Northwestern Polytechnical University Press,2010:2-10]
[48] ZOU Y H,CHEN Q,CHEN X Q,et al. Discrete numerical modeling of particle transport in granular filters[J]. Computers and Geotechnics,2013,47:48-56.
[49] LU X B,CUI P. A study on water film in saturated sand[J]. International Journal of Sediment Research,2010,25(3):221-232.
[50] COMSOL A B. COMSOL multiphysics user's guide[OL]. Sweden:2005(9):http://www.comsol.com/.
[51] BLUNT M J,BIJELJIC B,DONG H,et al. Pore-scale imaging and modelling[J]. Advances in Water Resources,2013,51:197-216.
[52] SAMOUЁLIAN A,VOGEL H J,IPPISCH O. Upscaling hydraulic conductivity based on the topology of the sub-scale structure[J]. Advances in water resources,2007,30(5):1179-1189.