Catastrophic landslides due to frictional heating of the failure plane

被引:3
作者
Vardoulakis, I [1 ]
机构
[1] Natl Tech Univ Athens, Dept Appl Sci, Geomat Lab, GR-15773 Athens, Greece
关键词
landslides; thermo-poromechanical coupling; shear-band;
D O I
10.1002/1099-1484(200008)5:6<443::AID-CFM104>3.3.CO;2-N
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper catastrophic landslides on a discrete failure plane are considered, which are explained by a mechanism of frictional heat generation that gives rise to high pore-water pressures generation inside the shear band. The problem is governed by a set of coupled diffusion-generation equations for the pore pressure and the temperature inside the shear band at the base of the landslide. The thermo-poro-mechanical coupling leads to frictional softening due to effective stress reduction and explains the extremely low apparent friction angles for rapid slides documented in the literature. The analysis suggests also that the shear band thickness must scale with the geometric dimensions of the slide. Copyright (C) 2000 John Wiley & Sons, Ltd.
引用
收藏
页码:443 / 467
页数:25
相关论文
共 11 条
[1]   Mechanical modelling of drained creep triaxial tests on loose sand [J].
Di Prisco, C ;
Imposimato, S ;
Vardoulakis, I .
GEOTECHNIQUE, 2000, 50 (01) :73-82
[2]  
Habib P., 1975, Rock Mechanics, V7, P193, DOI 10.1007/BF01246865
[3]  
HABIB P, 1967, CR ACAD SCI A MATH, V264, P151
[4]  
Hendron AJ, 1985, GL855 DEP ARM US COR
[5]  
Papamichos E, 1997, MECH COHES-FRICT MAT, V2, P251, DOI 10.1002/(SICI)1099-1484(199707)2:3<251::AID-CFM33>3.3.CO
[6]  
2-R
[7]  
Schrefler B.A., 1996, MECH COHESIVE FRICTI, V1, P95
[8]  
Sulem J., 1995, Bifurcation Analysis in Geomechanics
[9]   Ring shear tests on soil from the Vaiont landslide slip surface [J].
Tika, TE ;
Hutchinson, JN .
GEOTECHNIQUE, 1999, 49 (01) :59-74
[10]   FRICTIONAL HEAT AND STRENGTH LOSS IN SOME RAPID LANDSLIDES [J].
VOIGHT, B ;
FAUST, C .
GEOTECHNIQUE, 1982, 32 (01) :43-54