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Modeling Landslides by using the DDA and a New Combined Hydrology and Stability Model
作者: Seyed Amirreza Beyabanaki
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参考文章
(118)
1.
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A conceptual model of preferential flow systems in forested hillslopes: evidence of self‐organization
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10.1002/HYP.233
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H. Rahardjo, T. H. Ong, R. B. Rezaur, E. C. Leong,
Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall
Journal of Geotechnical and Geoenvironmental Engineering.
,vol. 133, pp. 1532- 1543 ,(2007) ,
10.1061/(ASCE)1090-0241(2007)133:12(1532)
3.
K.D. Eigenbrod,
Downslope movements at shallow depths related to cyclic pore-pressure changes
Canadian Geotechnical Journal.
,vol. 30, pp. 464- 475 ,(1993) ,
10.1139/T93-040
4.
M. Th. van Genuchten,
A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils
Soil Science Society of America Journal.
,vol. 44, pp. 892- 898 ,(1980) ,
10.2136/SSSAJ1980.03615995004400050002X
5.
Jan Seibert, Kevin Bishop, Allan Rodhe, Jeffrey J. McDonnell,
Groundwater dynamics along a hillslope: A test of the steady state hypothesis
Water Resources Research.
,vol. 39, pp. 1014- ,(2003) ,
10.1029/2002WR001404
6.
H. Rahardjo, T. H. Ong, R. B. Rezaur, E. C. Leong, D. G. Fredlund,
Response parameters for characterization of infiltration
Environmental Earth Sciences.
,vol. 60, pp. 1369- 1380 ,(2010) ,
10.1007/S12665-009-0273-4
7.
A Jafari,
SECOND-ORDER DISPLACEMENT FUNCTIONS FOR THREE-DIMENSIONAL DISCONTINUOUS DEFORMATION ANALYSIS (3-D DDA)
Scientia Iranica.
,vol. 16, pp. 216- 225 ,(2009)
8.
Figure 3.1
CRC Press.
pp. 311- 328 ,(2007) ,
10.1201/9781420008074.BMATT1
9.
M.R. Yeung, S.A.R. Beyabanaki, Y.N. Gao, S. Mohammadi,
Contact Theory For Deformable Blocks In Three-Dimensional Discontinuous Deformation Analysis (3-D DDA)
44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium.
,(2010)
10.
W.L. Wendland, C.A. Brebbia, G. Kuhn,
Boundary Elements IX
,(1987)
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2014 年,
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