[1] CHENG N S,CHIEW Y M.Incipient sediment motion with upward seepage[J].Journal of Hydraulic Research,IAHR,1999,37(5):665-681.
[2] 谢立全,于玉贞.渗流作用下的岸坡泥沙起动条件[J].清华大学学报(自然科学版),2006,46(9):1 534-1 537.(XIE Li-quan,YU Yu-zhen.Incipient motion of riverbank sand subject to seepage[J].Journal of Tsinghua University (Sci & Tech),2006,46(9):1534-1537.(in Chinese))
[3] WILLETTS B B,DROSSOS M E.Local erosion caused by rapid forced infiltration[J].Journal of the Hydraulics Division,ASCE,1975,101(12):1 477-1 488.
[4] SHEN H W.River Mechanics,Vol 1[M].Fort Collins,Colo:Colorado State University,1971.
[5] LU Y,CHIEW Y M.Using seepage as an auxiliary method for pier-scour countermeasure[A].2nd International Conference on Scour and Erosion (ICSE-2)[C].Singapore,2004.70-77.
[6] 钱宁,万兆惠.泥沙运动力学[M].北京:科学出版社,1983.(CHIEN N,WAN Zhao-hui.Mechanics of sediment transport[M].Beijing:Science Press,1983.(in Chinese))
[7] RHEE C V,BEZUIJEN A.Influence of seepage on stability of sandy slope[J].Journal of Geotechnical Engineering,ASCE,1992,118 (8):1 236-1 240.
[8] LU Y.Seepage effects on dune geometry and turbulence flow characteristics[D].Singapore:Nanyang Technological University,2006.
[9] 詹美礼,胡云进,速宝玉.裂隙概化模型的非饱和渗流试验研究[J].水科学进展,2002,13(2):172-178.(ZHAN Mei-li,HU Yun-jin,SU Bao-yu.Experimental study on unsaturated seepage flow in simplified fracture model[J].Advances in Water Science,2002,13(2):172-178.(in Chinese))
[10] 朱岳明,龚道勇.三维饱和-非饱和渗流场求解及其逸出面边界条件处理[J].水科学进展,2003,14(1):67-71.(ZHU Yue-ming,GONG Dao-yong.Solution to 3-D unsteady saturated-unsaturated seepage problem and accurate treatment of saturated and unsaturated exit surfaces of seepage[J].Advances in Water Science,2003,14(1):67-71.(in Chinese))
[11] LING C H,JAN C D,CHEN C L,et al.Numerical simulation of a sphere moving down an incline with identical spheres placed equally apart[A].Proc,9th Conf on Engrg Mech[C].New York:N Y,ASCE,1992.764-767.
[12] 张幸农,应强,孙汝建,等.江河崩岸监测及预防和抢护加固新技术研究[D].南京:南京水利科学研究院,2005.(ZHANG Xing-nong,YING Qiang,SUN Ru-Jian,et al.Study on new techniques for monitoring riverbank collapse and its countermeasures[R].Nanjing Hydraulic Research Institute,2005.(in Chinese))