Multiphysics hillslope processes triggering landslides

被引:70
作者
Borja, Ronaldo I. [1 ]
Liu, Xiaoyu [1 ]
White, Joshua A. [2 ]
机构
[1] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
[2] Lawrence Livermore Natl Lab, Computat Geosci Grp, Livermore, CA 94551 USA
基金
美国国家科学基金会;
关键词
Hillslopes; Landslides; Multiphysics; Slope stability; Unsaturated soil; SURFACE HYDROLOGIC RESPONSE; UNCHANNELED CATCHMENT; SLOPE STABILITY; COOS-BAY; STEEP; OREGON; SEATTLE; DEFORMATION; WASHINGTON; FLOW;
D O I
10.1007/s11440-012-0175-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In 1996, a portion of a highly instrumented experimental catchment in the Oregon coast range failed as a large debris flow from heavy rain. For the first time, we quantify the 3-D multiphysical aspects that triggered this event, including the coupled sediment deformation-fluid flow processes responsible for mobilizing the slope failure. Our analysis is based on a hydromechanical continuum model that accounts for the loss of sediment strength due to increased saturation as well as the frictional drag exerted by the moving fluid. Our studies highlight the dominant role that bedrock topography and rainfall history played in defining the failure mechanism, as indicated by the location of the scarp zone that was accurately predicted by our 3-D continuum model.
引用
收藏
页码:261 / 269
页数:9
相关论文
共 38 条
[1]   Concentration-discharge relationships in runoff from a steep, unchanneled catchment [J].
Anderson, SP ;
Dietrich, WE ;
Torres, R ;
Montgomery, DR ;
Loague, K .
WATER RESOURCES RESEARCH, 1997, 33 (01) :211-225
[2]   Subsurface flow paths in a steep, unchanneled catchment [J].
Anderson, SP ;
Dietrich, WE ;
Montgomery, DR ;
Torres, R ;
Conrad, ME ;
Loague, K .
WATER RESOURCES RESEARCH, 1997, 33 (12) :2637-2653
[3]  
Baum RL, 2000, US GEOLOGICAL SURVEY
[4]   On the mechanical energy and effective stress in saturated and unsaturated porous continua [J].
Borja, RI .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (06) :1764-1786
[5]   Cam-Clay plasticity. Part V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media [J].
Borja, RI .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2004, 193 (48-51) :5301-5338
[6]  
Borja RI, 2012, PLASTICITY IN PRESS
[7]   Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modeling [J].
Borja, Ronaldo I. ;
White, Joshua A. ;
Liu, Xiaoyu ;
Wu, Wei .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2012, 36 (02) :236-248
[8]   Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration [J].
Borja, Ronaldo I. ;
White, Joshua A. .
ACTA GEOTECHNICA, 2010, 5 (01) :1-14
[9]  
Brown III WM, 1984, C STANF U AUG 23 26, P83
[10]  
BURROUGHS ER, 1985, P INT S ER DEBR FLOW, P335