介玉新, 许延春, 李广信. 固结计算中接触面渗流问题的模拟[J]. 工程力学, 2007, 24(增刊1): 104―107. Jie Yuxin, Xu Yanchun, Li Guangxin. Simulating seepage through interface in consolidation analysis [J]. Engineering Mechanics, 2007, 24(Suppl 1): 104―107. (in Chinese)
[2]
李顺才, 缪协兴, 陈占清, 茅献彪. 承压破碎岩石非Darcy渗流的渗透特性试验研究[J]. 工程力学, 2008, 25(4): 85―92. Li Shuncai, Miao Xiexing, Chen Zhanqing, Mao Xianbiao. Experimental study on seepage properties of non-Darcy flow in confined broken rocks [J]. Engineering Mechanics, 2008, 25(4): 85―92. (in Chinese)
[3]
邹金锋. 考虑水-力耦合时交通隧道非线性解析[J]. 工程力学, 2011, 28(12): 105―111. Zou Jinfeng. Nonlinear analytical solution on traffic tunnels considering the hydraulic-mechanical coupling [J]. Engineering Mechanics, 2011, 28(12): 105―111. (in Chinese)
[4]
Foster M A, Fell R, Spannagle M. The statistics of embankment dam failures and accident [J]. Canadian Geotechnical Journal, 2000, 37(5): 1000―1024.
[5]
Richards K S, Reddy K R. Critical appraisal of piping phenomena in earth dams [J]. Bulletin of Engineering Geology and the Environment, 2007, 66(4): 381―402.
[6]
Kenney T C, Lau D. Internal stability of granular filters [J]. Canadian Geotechnical Journal, 1985, 22(2): 215―225.
[7]
Skempton A W, Brogan J M. Experiments on piping in sandy gravels discussion [J]. Geotechnique, 1994, 44(3): 449―460.
[8]
Moffat R A, Fannin R J. A large parameter for study of internal stability in cohesionless soils [J]. Geotechnical Testing Journal, 2006, 29(4): 273―279.
[9]
Bendahmane F, Marot D, Alexis A. Experimental parametric study of suffusion and backward erosion [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(1): 57―67.
[10]
Richards K S, Reddy K R. Experimental investigation of initiation of backward erosion piping in soils [J]. Geotechnique, 2012, 62(10): 933―942.
[11]
Chang D S, Zhang L M. A stress-controlled erosion apparatus for studying internal erosion in soils [J]. Geotechnical Testing Journal, 2011, 34(6): 1―11.
[12]
Stavropoulou M, Papanastasiou P, Vardoulakis I. Coupled wellbore erosion and stability analysis [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1998, 22(9): 749―769.
[13]
Papanastasiou P, Vardoulakis I. Sand erosion with a porosity diffusion law [J]. Computers and Geotechnics, 2005, 32(1): 47―58.
[14]
Cividini A, Gioda G. Finite-element approach to the erosion and transport of fine particles in granular soils [J]. International Journal of Geomechanics, 2004, 4(3): 191―198.
[15]
张家发, 吴昌瑜, 朱国胜. 堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟[J]. 水利学报, 2002, 33(9): 108―111, 116. Zhang Jiafa, Wu Changyu, Zhu Guosheng. Experimental study on seepage deformation propagation control using impervious wall of suspension type [J]. Journal of Hydraulic Engineering, 2002, 33(9):108―111, 116. (in Chinese)
[16]
周晓杰, 介玉新, 李广信. 基于渗流和管流耦合的管涌数值模拟[J]. 岩土力学, 2009, 30(10): 3154―3158. Zhou Xiaojie, Jie Yuxin, Li Guangxin. Numerical simulation of piping based on coupling seepage and pipe flow [J]. Rock and Soil Mechanics, 2009, 30(10): 3154―3158. (in Chinese)
[17]
罗玉龙, 彭华, 张晋. 一维三相渗流侵蚀耦合管涌程序的研制与验证[J]. 固体力学学报, 2008, 29(增刊): 118―121. Luo Yulong, Peng Hua, Zhang Jin. Design and validation of 1D three-phase seepage erosion coupled piping program [J]. Chinese Journal of Solid Mechnics, 2008, 29(Suppl): 118―121. (in Chinese)
[18]
罗玉龙, 彭华, 张晋. 基于SUPG稳定有限元技术的纯对流耦合管涌模型[J]. 岩土工程学报, 2010, 32(7): 1072―1078. Luo Yulong, Peng Hua, Zhang Jin. Pure convection coupled piping model based on stabilized finite element SUPG [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7): 1072―1078. (in Chinese)
[19]
介玉新, 董唯杰, 付旭东, 等. 管涌发展的时间过程模拟[J]. 岩土工程学报, 2011, 33(2): 215―219. Jie Yuxin, Dong Weijie, Fu Xudong, et al. Modelling of developing course of piping with time [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 215―219. (in Chinese)
[20]
陈生水, 钟启明, 任强. 土石坝管涌破坏溃口发展数值模型研究[J]. 岩土工程学报, 2009, 31(5): 653―657. Chen Shengshui, Zhong Qiming, Ren Qiang. Numerical study on break development due to piping failure for earth-rock dams [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 653―657. (in Chinese)
[21]
胡亚元, 马攀. 三相耦合渗流侵蚀管涌机制研究及有限元模拟[J]. 岩土力学, 2013, 34(4): 913―921. Hu Yayuan, Ma Pan. Mechanism study and finite element simulation of three-phase coupling seepage erosion piping [J]. Rock and Soil Mechanics, 2013, 34(4): 913―921. (in Chinese)
[22]
Neuman S P. Saturated-unsaturated seepage by finite elements [J]. Journal of Hydraulic Division ASCE, 1973, 99(12): 2233―2250.
[23]
Desai C S. Finite element residual schemes for unconfined flow [J]. International Journal of Numerical Methods in Engineering, 1976, 10(6): 1415―1418.
[24]
Bathe K J. Finite element for surface seepage analysis without mesh iteration [J]. Journal for Numerical and Analytical Methods in Geomechanics, 1979, 3(3): 13―22.
[25]
张有天, 陈平, 王镭. 有自由面渗流分析的初流量法[J]. 水利学报, 1988(8): 18―26. Zhang Youtian, Chen Ping, Wang Lei. Initial flow method for seepage analysis with free surface [J]. Journal of Hydraulic Engineering, 1988(8): 18―26. (in Chinese)
