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Volumn 287, Issue , 2000, Pages 153-164

Characterization of unsaturated nonwoven geotextiles

Author keywords

[No Author keywords available]

Indexed keywords

CONTACT ANGLE; GEOSYNTHETIC MATERIALS; NONWOVEN FABRICS; REINFORCEMENT; SOIL TESTING; SOILS; WEAVING;

EID: 0042438449     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40510(287)10     Document Type: Conference Paper
Times cited : (23)

References (11)
  • 1
    • 0023800434 scopus 로고
    • The use of single-fiber wetting measurements in the assessment of absorbency
    • A.F. Turbak and T.L. Vigo Eds, Tappi Press, Atlanta, GA, pp
    • Berg, J.C. (1989). "The use of single-fiber wetting measurements in the assessment of absorbency," In A.F. Turbak and T.L. Vigo (Eds.), Nonwovens: An advanced tutorial, Tappi Press, Atlanta, GA, pp.219-239.
    • (1989) Nonwovens: An advanced tutorial , pp. 219-239
    • Berg, J.C.1
  • 2
    • 0004046786 scopus 로고    scopus 로고
    • The Use of Geosynthetics to Mitigate Frost Heave in Soils
    • Ph. D. Dissertation. Civil Engineering Department, University of Washington. Seattle, WA
    • Henry, K.S. (1998). "The Use of Geosynthetics to Mitigate Frost Heave in Soils." Ph. D. Dissertation. Civil Engineering Department, University of Washington. Seattle, WA.
    • (1998)
    • Henry, K.S.1
  • 3
    • 58749109918 scopus 로고    scopus 로고
    • Henry, K. S., and Holtz, R. D. (1997). Capillary Rise of Water in Geotextiles. In S. Knutsson (Ed.), Proceedings, International Symposium on Ground Freezing and Frost Action in Soils, Luleå Sweden, 15-17 April, 227-233.
    • Henry, K. S., and Holtz, R. D. (1997). "Capillary Rise of Water in Geotextiles." In S. Knutsson (Ed.), Proceedings, International Symposium on Ground Freezing and Frost Action in Soils, Luleå Sweden, 15-17 April, 227-233.
  • 4
    • 0342773719 scopus 로고    scopus 로고
    • Measurement of the Contact Angle of Water on Geotextile Fibers
    • Henry, K.S. and Patton, S. (1998). "Measurement of the Contact Angle of Water on Geotextile Fibers." Geotechnical Testing Journal, 21(1), 11-17.
    • (1998) Geotechnical Testing Journal , vol.21 , Issue.1 , pp. 11-17
    • Henry, K.S.1    Patton, S.2
  • 5
    • 0016961814 scopus 로고
    • A new model for predicting the hydraulic conductivity of unsaturated porous media
    • Mualem, Y. (1976). "A new model for predicting the hydraulic conductivity of unsaturated porous media." Water Resources Research, 12, 513-522.
    • (1976) Water Resources Research , vol.12 , pp. 513-522
    • Mualem, Y.1
  • 6
    • 0013371503 scopus 로고    scopus 로고
    • Fundamental mistakes in slope design
    • Richardson, G. (1997). "Fundamental mistakes in slope design." Geotechnical Fabrics Report, 15(2), 15-17.
    • (1997) Geotechnical Fabrics Report , vol.15 , Issue.2 , pp. 15-17
    • Richardson, G.1
  • 7
    • 0031430246 scopus 로고    scopus 로고
    • Water Retention Functions of Four Non-woven Polypropylene Geotextiles
    • Stormont, J.C., Henry, K.S, and Evans, T.M. (1997). "Water Retention Functions of Four Non-woven Polypropylene Geotextiles." Geosynthetics International, 4(6), 661-672.
    • (1997) Geosynthetics International , vol.4 , Issue.6 , pp. 661-672
    • Stormont, J.C.1    Henry, K.S.2    Evans, T.M.3
  • 8
    • 0342317413 scopus 로고    scopus 로고
    • Unsaturated Hydraulic Properties of a Nonwoven Polypropylene Geotextile
    • Waste-management Education and Research Consortium, Albuquerque, NM, March 31, April 1
    • Stormont, J.C., Evans, T.M., Stockton, T.B., and Ray, C. (1998). "Unsaturated Hydraulic Properties of a Nonwoven Polypropylene Geotextile." 98 Joint Conference on the Environment, Waste-management Education and Research Consortium, Albuquerque, NM, March 31 - April 1, 213-216.
    • (1998) 98 Joint Conference on the Environment , pp. 213-216
    • Stormont, J.C.1    Evans, T.M.2    Stockton, T.B.3    Ray, C.4
  • 9
    • 58749103288 scopus 로고    scopus 로고
    • Stormont, J.C, and Stockton, T.B. (2000). Preventing Positive Pore Water Pressures with a Geocomposite Capillary Barrier Drain. In Testing and Performances of Geosynthetics in Subsurface Drainage, ASTM STP 1390, J.B. Goddard, L.D. Suits and J.S. Baldwin, Eds., American Society for Testing and Materials, West Conshohocken, PA.
    • Stormont, J.C, and Stockton, T.B. (2000). "Preventing Positive Pore Water Pressures with a Geocomposite Capillary Barrier Drain." In Testing and Performances of Geosynthetics in Subsurface Drainage, ASTM STP 1390, J.B. Goddard, L.D. Suits and J.S. Baldwin, Eds., American Society for Testing and Materials, West Conshohocken, PA.
  • 10
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M. Th. (1980). "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils." Soil Science Society of America Journal, 44, 892-898.
    • (1980) Soil Science Society of America Journal , vol.44 , pp. 892-898
    • van Genuchten, M.T.1


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