Johnson A M.Debris flow[A].Brunsden D,Prior D B.Slope Instability[M].A Wiley-Interscience Publication,1984.257-361.
[2]
Vallance JW,Scott K M.The Osceola Mudflow from Mount Rainier:sedimentology and hazard implications of a huge clay-rich debris flow[J],Geol Soc.Am.Bull.,1997,109:143-163.
[3]
Harrison P K,Grmim R E.Rheological constraints on martian lands lides[J].Icarus,2003,163:347-362.
Sassa K.Mechanisms of landslide triggered debris flow[A].Sassa K."Environmental Forest Science".Proceedings of IUFRO Div.8 Conference[C].Kluwer Academic Publishing,Kyoto,1998.471-490.
[14]
Fukuoka H,Wang F W,Sassa K.The reproduction test for the generation process of landsl ide-triggered-debris flow[A].Proc.30 th Symp.Jpn[C].Soc.Erosion Control Eng,1998.11-20.
[15]
Oku ra Y,et al.Lands lides fluidization process by flume expermients[J] Engineering Geology,2002,66,:65-78.
[16]
Fleming R W,et a.l Transformation of dilative and contractive land slide debris in to debris flow-An example from Marin County[J].Engineering Geology,1989,27(1-4):201-223.
[17]
Anderson S A,Sitar N.Analysis of rainfall-induced debris flows[J] Journal of Geotechnical Engineering-ASCE,1995,121(7):544-552.
[18]
Hutchinson J N,Bhandari R K.Undrained loading,a fundamental mechanism of mudslide and othermass movements[J].Geotechnique,1971,21(4):353-358.
[19]
Eckersley J D.Flows lides in stockpiled coal[J].Engineering Geology,1985,(22):13-22.
[20]
Hungr O,Evans S G,Bovis M,Hutchinson J N.Review of the classification of land slides of the flow type[J].Environmental and engineering Geoscience,2001,(Ⅶ):221-238.
[21]
Iverson R M,Reid M,La Husen R G.Debris-flow mobilization fromlandsl ides[J].Annual Review of Earth Planetary Sciences,1997,25:85-138.
[22]
Denlinger R P,Iverson R M.Flow of variably fluidized granular masses across three-dimensional terrain,2,Numerical predictions and experimental tests[J].Journal of Geophysical Research,2001,106(B1):553-566.
[23]
Iverson R M,et a.l Flow of variably fluidized granular masses across three-dmiensional terrainl.Coulomb Mixture theory[J].Journal of Geophysical Research,2001,106(B1):537-552.
[24]
Iverson R M,et al.New views of granular mass flows[J].Geology,2001,29(2):115-118.
[25]
Iverson R M.Sensitivity of stability analyses to groundwater data[A].Bell D H.Land slides.Proc.6 th Int.Symp.Landslides[C].Vol.1,1992.451-57.
[26]
Iverson R M.The physics of debris flows[J].Reviews of Geophysics,1997,35(3):245-296.
[27]
Iverson R M,et al.Dynamic pore-pressure fluctuations in rapidly shearing granular materials[J].Science,246:796-799.
[28]
Major J J,Iverson R M.Debris flow deposition:effects of pore-fluid pressure and friction concent rated at flow margins[J].Geological Society of America Bulletin.1999,111(10):1424-1434.
[29]
Crosta G B.Failure and flow development of a complex slide:the 1993 Sesa landslide[J].Engineering Geololy,2001,59:173-199.
[30]
Campbell C S,Cleary P W,Hopkins M.Large-scale land slide simulations:global deformation,velocities and basal friction[J].J.Geophys.Res,1995,100:8267-8273.
