[1] |
BEAR J. Dynamics of fluids in porous media[M]. New York:Elsevier,1972:13-24.
|
[2] |
饶登宇,白 冰. 溶质运移中多孔介质弥散度影响因素的SPH模拟研究[J]. 水利学报,2019,50(7):824-834.(RAO Dengyu,BAI Bing. Study on the factors affecting dispersity of porous media by SPH simulation in solute transport[J]. Journal of Hydraulic Engineering,2019,50(7):824-834.(in Chinese))
|
[3] |
周鸿翔,郑延丰,吴劳生,等. 孔隙尺度多孔介质流动与溶质运移高性能模拟[J]. 水科学进展,2020,31(3):422-432.(ZHOU Hongxiang,ZHENG Yanfeng,WU Laosheng,et al. Pore-scale simulations of fluid flow and solute transport in porous media by high-performance lattice boltzmann method[J]. Advances In Water Science,2020,31(3):422-432.(in Chinese))
|
[4] |
刘 杰,崔亦昊,谢定松. 江河大堤均匀砂基渗透破坏机理试验研究[J]. 岩土工程学报,2008,30(5):642-645.(LIU Jie,CUI Yihao,XIE Dingsong. Failure mechanism of seepage in uniform sand foundation of river levee[J]. Chinese Journal of Geotechnical Engineering,2008,30(5):642-645.(in Chinese))
|
[5] |
WU L Z,SElVADURAI A P S,ZHANG L M,et al. Poro-mechanical coupling influences on potential for rainfall-induced shallow landslides in unsaturated soils[J]. Advances in Water Resources,2016,98:114-121.
|
[6] |
刘 杰. 土的渗透破坏及控制研究[M]. 北京:中国水利水电出版社,2014:185-195.(LIU Jie. Piping and seepage control of soil[M]. Beijing:China Water Power Press,2014:185-195.(in Chinese))
|
[7] |
毛昶熙. 渗流计算分析与控制[M]. 2版. 北京:中国水利水电出版社,2003:1-10.(MAO Changxi. Analysis and control of seepage calculation[M]. 2 nd ed. Beijing:China Water Power Press,2003:1-10.(in Chinese))
|
[8] |
FU J L,THOMAS H R,LI C F. Tortuosity of porous media:image analysis and physical simulation[J]. Earth-Science Reviews,2021,212:103439.
|
[9] |
郁伯铭. 分形多孔介质输运物理[M]. 北京:科学出版社,2014:55-73.(YU Boming. Transport physics of fractal porous media[M]. Beijing:Science Press,2014:55-73.(in Chinese))
|
[10] |
CHILDS E C. Dynamics of fluids in porous media[J]. Engineering Geology,1973,7(2):174-175.
|
[11] |
PARLANGE J Y. Porous media:fluid transport and pore structure[J]. Soil Science,1981,132(4):316-319.
|
[12] |
WYLLIE M R J,GREGORY A R. Fluid flow through unconsolidated porous aggregates[J]. Industrial and Engineering Chemistry,1955,47(7):1 379-1 388.
|
[13] |
COMITI J,RENAUD M. A new model for determining mean structure parameters of fixed beds from pressure drop measurements:application to beds packed with parallelepipedal particles[J]. Chemical Engineering Science,1989,44(7):1 539-1 545.
|
[14] |
MOTA M,TEIXEIRA J A,BOWEN W R,et al. Binary spherical particle mixed beds:Porosity and permeability relationship measurement[J]. Filtration Society,2001,1(4):101-106.
|
[15] |
KOPONEN A,KATAIA M,TIMONEN J. Tortuous flow in porous media[J]. Physical Review E,1996,54(1):406-410.
|
[16] |
KOPONEN A,KATAIA M,TIMONEN J. Permeability and effective porosity of porous media[J]. Physical Review E,1997,56(3): 3 319-3 325.
|
[17] |
LI J H,YU B M. Tortuosity of flow paths through a sierpinski carpet[J]. Chinese Physics Letters,2011,28(3):34 701-34 703.
|
[18] |
YU B M,LI J H. A geometry model for tortuosity of flow path in porous media[J]. Chinese Physics Letters,2004,21(8):1 569-1 571.
|
[19] |
ZHANG S,YAN H,TENG J D,et al. A mathematical model of tortuosity in soil considering particle arrangement[J]. Vadose Zone Journal,2020,19(1):e20004.
|
[20] |
WHITE F M. Viscous fluid flow[M]. 3rd ed,New York:McGraw-Hill,2006:153-227.
|
[21] |
齐俊修,赵晓菊,刘 艳,等. 不均匀系数 的无黏性土的渗透变形类型统计分析研究[J]. 岩石力学与工程学报,2014,33(12):2 554-2 562.(QI Junxiu,ZHAO Xiaoju,LIU Yan,et al. A statistical analysis of seepage deformation type of noncohesive soil with uniformity coefficient [J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(12):2 554-2 562.(in Chinese))
|
[22] |
刘飞禹,林 旭,王 军. 砂土颗粒级配对筋土界面抗剪特性的影响[J]. 岩石力学与工程学报,2013,32(12):2 575-2 582.(LIU Feiyu,LIN Xu,WANG Jun. Influence of particle-size gradation on shear behavior of geosynthetics and sand interface[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(12):2 575-2 582.(in Chinese))
|
[23] |
祝良玉. 表征水在均质土中流动特性的理论模型与试验研究[硕士学位论文][D]. 西安:西安理工大学,2023.(ZHU Liangyu. Theoretical model and experimental study on characterization of water flow in homogeneous soil[M. S. Thesis][D]. Xi¢an:Xi¢an University of Technology,2023.(in Chinese))
|
[24] |
马路兴. 高压下应力路径对饱和砂土力学特性的影响研究[硕士学位论文][D]. 徐州:中国矿业大学,2014.(MA Luxing. Influence of stress paths on mechanical characteristics of saturated sand at high pressures[M. S. Thesis][D]. Xuzhou:China University of Mining and Technology,2014.(in Chinese))
|
[25] |
苏立君,张宜健,王铁行. 不同粒径级砂土渗透特性试验研究[J]. 岩土力学,2014,35(5):1 289-1 294.(SU Lijun,ZHANG Yijian,WANG Tiexing. Investigation on permeability of sands with different particle sizes[J]. Rock and Soil Mechanics,2014,35(5):1 289- 1 294.(in Chinese))
|
[26] |
王淑云,鲁晓兵,时忠民. 颗粒级配和结构对粉砂力学性质的影响[J]. 岩土力学,2005,26(7):1 029-1 032.(WANG Shuyun,LU Xiaobing,SHI Zhongmin. Effects of grain size distribution and structure on mechanical behavior of silty sands[J]. Rock and Soil Mechanics,2005,26(7):1 029-1 032.(in Chinese))
|
[27] |
陈逸方. 桂林市砂土渗透破坏规律研究[硕士学位论文][D]. 桂林:桂林理工大学,2017.(CHEN Yifang. Study on the permeability law of deformation and failure of Guilin sand[M. S. Thesis][D]. Guilin:Guilin University of Technology,2017.(in Chinese))
|
[28] |
钱 琨,王新志,陈剑文,等. 南海岛礁吹填钙质砂渗透特性试验研究[J]. 岩土力学,2017,38(6):1 557-1 564.(QIAN Kun,WANG Xinzhi,CHEN Jianwen,et al. Experimental study on permeability of calcareous sand for islands in the South China Sea[J]. Rock and Soil Mechanics,2017,38(6):1 557-1 564.(in Chinese))
|
[29] |
CHI S C,NI S S,LIU Z P. Back analysis of the permeability coefficient of a high core rockfill dam based on a RBF neural network optimized using the PSO algorithm[J]. Mathematical Problems in Engineering,2015,124042:1-15.
|
[30] |
FENG S,VARDANEGA P J,IBRAAIM E,et al. Permeability assessment of some granular mixtures[J]. Géotechnique,2019,69(7):646-654.
|
[31] |
INDRARATNA B,DILEMA E L G,VAFAI F. Experimental study of the filtration of a lateritic clay slurry by sand filters[J]. Geotechnical Engineering,1996,119(2):75-83.
|