Citation: | JIN Yanli, DAI Fuchu. 2007: ANALYSIS OF LOESS SLOPE STABILITY DUE TO GROUNDWATER RISE. JOURNAL OF ENGINEERING GEOLOGY, 15(5): 599-606. |
[1] 范立民,岳明等.泾河南岸崩岸型滑坡的发育规律
[J].中国煤田地质,2004,16(5):33~35.Fan L mi in,Y u e M ing,R an G uangq ing.D evelopm ent pat tern of slum p ing bank typ e land slides at the Sou th Bank of J inghe,Shanxi Province.Coal G eology of Ch ina,2004,16(5):33~35. [2] Lum b P.E ffect of rainstorm on slope stab il ity [J].Sym.on H ong K ong soils.,H ong K ong,1962.73~87. [3] Fredlund D.G.S lop e stab iIity analys is in corporat ing the effect of so i1suction [M]In:S lope S tab il ity.A nderson M.G.and R ich ards N ew Y ork:W iley,1987,113~144. [4] D.G Fred lund,H.R ahard jo.Soil m echan ics for unsaturated soil m echan ics.W iley In ter Science,N ew Y ork,1993. [5] 吴宏伟,等.雨水入渗对非饱和土坡稳定性影响的参数研究 [J].岩石力学,1999,20(1):1~14.W u H ongw ei, Chen Shouyi, Pang Y uw e.i Param etric study of ef fects of ra in in filtrat ion on unsatu rated s lopes.R ock and So ilM echan ics,1999,20(1):1~14. [6] 姚海林,等.降雨入渗对非饱和膨胀上边坡稳定性影响的参数研究 [J].岩石力学与工程学报,2002,121(7):1034~1039.Y aoH a ilin,et a.l Param etric study on the effect of rain in filtration on stab ility of unsatu rated expan sive soil s lope.Ch inese Journal of R ock M echanics and Eng ineering,2002,12(7):1034~1039. [7] SammoriT and Tsuboyam aY.Param etric study on slope stab ility w ith num erica l smi u lation in con sid erat ion of seepage process [A].In:Proc.6 th,In.tSymp.on Lands lide [C].B ell(ed.)Ba lke m a,R otterdam,1991,539~544. [8] A lon so E,G ens A,L ioret A,D elahaye C.E ffect of ra in inf iltrat ion on th e stab ility of slopes [J].U nsaturated Soils,1995,1,241~249. [9] Sh mi adaK,Fu jii II&N ish miu ra S and M crii T.Stab il ity of unsatu rated slopes cons idering changes of m atric su ct ion [J].U n saturated Soils,1995,1,293~299. [10] N g C W W and Sh i Q.A num erical investigation of th e stab ility of unsatu rated soil s lop es sub jected to tran sient seepage [J].C ompu ters and G eotechn ics,1998,22(1):1~28. [11] 朱伟,山村也和.雨水、洪水渗透时河堤的稳定性 [J].岩土工程学报,1999,21(4):414~419.Zhu W e,i Y am am ura K azuya.S tab ility of river embankm en t under th e seepage of rain or flood.Ch in ese Journ al of G eotechn ical Eng ineering,1999,21(4):414~419. [12] 陈善雄,陈守义.考虑降雨的非饱和土边坡稳定性分析方法 [J].岩土力学,2001,(12):447~450.Ch en Sanyu,C hen Shouyi. A nalys is of stab il ity of un saturated soil slope due to perm eation of rainw ate.rR ock and SoilM echanics,2001,(12):447~450. [13] 朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析 [J].岩石力学与工程学报,2002,21(4):509~512.Zhu W enb in,L iu Baoch en.Fomr ing and developm en t p rocess of soil landslide du ring rainfall. Ch inese Jou rnal of R ock M echanics and Eng ineering,2002,21(4):509~512. [14] Zhan L.T.Field and laboratory study of an un satu rated expans ive soil associated w ith rain-induced slope in stabi lity.Th e H ong K ong U n ivers ity of Science and T echnology,H ong K ong,ph.D.thesis.2003,(7). [15] 雷祥义.陕西泾阳南塬黄土滑坡灾害与引水灌溉的关系 [J].工程地质学报,1993,1(1):56~64.Lei X iangy.i The hazard s of loess landsl ides in the Sou thern ta bleland of Jingyang coun ty,Shanxi and th eir relat ionsh ip w ith the chann el w ater into f ields.Jou rn al of Eng ineering G eo logy,1993,1(1):56~64. [16] J.M.G asm o,H.R ahard jo,E.C.Leong.Inf iltration effect on sta b ility of a residua l soi l slope [J].Com puters and G eotechnics,2000,26(2):145~165. [17] GEO-SLOPE.International Ltd.SEEP/W for slope stab ility a nalysis,vol. 5.U sersM anual. Calgary,A lb erta,C anada,2003. [18] Fred lund D G,A nq ing X ing,and Shangyan H uang.P red icting the perm eab ility function for un saturated soils u sing th e so il-w ater character cu rve [J].Can ad ian G eotechn ical Jou rna,l 1994,(31):533~546. [19] Fredlund D G,M orgen stern N R,W idger R A.Th e shear strength of unsatu rated soils [J].Can ad ian G eotechn ical Jou rn a,l 1978,5(3):313~321. [20] 孙永福,等.风暴潮作用下黄河水下三角洲斜坡稳定性研究 [J].工程地质学报,2006,5(5):582~587.Sun Y ongfu,et a.l.Stab il ity analys is of slopes in the subaqu eous delta of the Y ellow R iver und er storm w ave load ing.Journa l.of Eng ineering G eology,2006,5(5):582~587. |