On the hydraulic behavior of unsaturated nonwoven geotextiles

Abstract Geotextiles have been widely used in soil structures for separation, filtration, reinforcing, and drainage. They are often used to provide reinforcement and drainage for retaining walls and embankments. It has been reported, however, that geotextiles may not drain water as effectively as was initially expected. In this study, published data on the hydraulic properties of unsaturated geotextiles are compiled and analyzed in order to highlight the hydraulic characteristics of unsaturated geotextiles. The application of the van Genuchten equations originally developed for the water characteristic curve and the hydraulic conductivity curve of unsaturated soil to unsaturated geotextiles is then examined and discussed. Finally, the drainage from a one-dimensional sand column having a horizontal geotextile layer was analyzed using the finite element method and the van Genuchten equations to assess the utility of this procedure for further study of unsaturated/saturated water flow within the soil–geotextile system.

[1]  Siew-Ann Tan,et al.  LARGE-SCALE DRAINAGE BEHAVIOUR OF COMPOSITE GEOTEXTILE AND GEOGRID IN RESIDUAL SOIL , 2001 .

[2]  C. Morris,et al.  Characterization of Unsaturated Nonwoven Geotextiles , 2000 .

[3]  M. A. Knight,et al.  Measurement of Geotextile-Water Characteristic Curves Using a Controlled Outflow Capillary Pressure Cell , 2001 .

[4]  C. Benson,et al.  Unsaturated Hydraulic Conductivity of Two Compacted Barrier Soils , 1996 .

[5]  C. Dirksen,et al.  Hydraulic Conductivity and Diffusivity: Laboratory Methods , 2018, SSSA Book Series.

[6]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[7]  Guk-Rwang Won American Society for Testing and Materials , 1987 .

[8]  Kenneth R. Henry The Use of Geosynthetic Capillary Barriers to Reduce Moisture Migration in Soils , 1995 .

[9]  John C. Stormont,et al.  Water Retention Functions of Four Nonwoven Polypropylene Geotextiles , 1997 .

[10]  Clifford Goodman,et al.  American Society for Testing and Materials , 1988 .

[11]  James K. Mitchell,et al.  Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and Functions , 1994 .

[12]  Feike J. Leij,et al.  The RETC code for quantifying the hydraulic functions of unsaturated soils , 1992 .

[13]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[14]  D. Fredlund,et al.  Predicting the permeability function for unsaturated soils using the soil-water characteristic curve , 1994 .

[15]  Robert M. Koerner,et al.  Designing with Geosynthetics , 1986 .

[16]  Marcel G. Schaap,et al.  Database-related accuracy and uncertainty of pedotransfer functions , 1998 .

[17]  L. A. Richards Capillary conduction of liquids through porous mediums , 1931 .

[18]  Sandra L. Houston,et al.  Advances in Unsaturated Geotechnics , 2000 .

[19]  J. K. Mitchell,et al.  Reinforced Soil Structures with Poorly Draining Backfills Part II: Case Histories and Applications , 1995 .