Infiltration into an embankment reinforced by nonwoven geotextiles
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R. K. Rowe | T. Iryo | T. Iryo
[1] J Otani,et al. High embankment of clay reinforced by GHD and its utilities , 2001 .
[2] R. K. Rowe,et al. Numerical study of infiltration into a soil–geotextile column , 2004 .
[3] D. E. Pufahl,et al. Model for the prediction of shear strength with respect to soil suction , 1996 .
[4] Siew-Ann Tan,et al. LARGE-SCALE DRAINAGE BEHAVIOUR OF COMPOSITE GEOTEXTILE AND GEOGRID IN RESIDUAL SOIL , 2001 .
[5] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[6] D. Fredlund,et al. Comparison of slope stability methods of analysis , 1977 .
[7] Tsuyoshi Miyazaki,et al. Water flow in unsaturated soil in layered slopes , 1988 .
[8] L. A. Richards. Capillary conduction of liquids through porous mediums , 1931 .
[9] Chung Kwong Wong,et al. The shear strength of unsaturated soils , 1984 .
[10] Radoslaw L. Michalowski,et al. Limit analysis in stability calculations of reinforced soil structures , 1998 .
[11] R. Kerry Rowe,et al. On the hydraulic behavior of unsaturated nonwoven geotextiles , 2003 .
[12] Delwyn G. Fredlund,et al. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve , 1996 .
[13] Shen-Haw Ju,et al. Mass types, element orders and solution schemes for the Richards equation , 1997 .
[14] L. D. Wesley,et al. Shear strength parameters from back-analysis of single slips , 2001 .
[15] J. K. Mitchell,et al. Reinforced Soil Structures with Poorly Draining Backfills Part II: Case Histories and Applications , 1995 .
[16] Richard J. Bathurst,et al. Conversion of Geosynthetic Strain to Load Using Reinforcement Stiffness , 2002 .