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Volumn 3, Issue 1, 1996, Pages 107-124

A performance test for assessment of long-term creep behavior of soil-geosynthetic composites

Author keywords

Composite; Creep; Geosynthetic; Geotextile; Long term performance test; Reinforcement; Soil geosynthetic interaction

Indexed keywords

CREEP TESTING; DEFORMATION; GEOTEXTILES; KAOLIN; PERFORMANCE; REINFORCEMENT; SAND; SOIL STRUCTURE INTERACTIONS;

EID: 0030467315     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.3.0056     Document Type: Article
Times cited : (36)

References (13)
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  • 2
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    • ASTM D 854, American Society for Testing and Materials, Philadelphia, Pennsylvania, USA
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    • Standard Test Method for Specific Gravity of Soils
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    • ASTM D 3776, American Society for Testing and Materials, Philadelphia, Pennsylvania, USA
    • ASTM D 3776, "Test Methods for Mass per Unit Area (Weight) of Woven Fabric", American Society for Testing and Materials, Philadelphia, Pennsylvania, USA.
    • Test Methods for Mass per Unit Area (Weight) of Woven Fabric
  • 7
    • 0012392571 scopus 로고
    • Load Test of a Large-Scale Geotextile-Reinforced Retaining Wall
    • IFAI, Atlanta, Georgia, USA, February 1991
    • Billiard, J.W. and Wu, J.T.H., 1991, "Load Test of a Large-Scale Geotextile-Reinforced Retaining Wall", Proceedings of Geosynthetics '91, IFAI, Vol. 2, Atlanta, Georgia, USA, February 1991, pp. 537-548.
    • (1991) Proceedings of Geosynthetics '91 , vol.2 , pp. 537-548
    • Billiard, J.W.1    Wu, J.T.H.2
  • 8
    • 6944256168 scopus 로고
    • Thesis submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy, Department of Civil Engineering, University of Colorado at Denver, Denver, Colorado, USA
    • Helwany, M.B., 1993, "Long-Term Interaction between Soil and Geosynthetic in Geosynthetic-Reinforced Soil Structures", Thesis submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy, Department of Civil Engineering, University of Colorado at Denver, Denver, Colorado, USA, 265 p.
    • (1993) Long-Term Interaction between Soil and Geosynthetic in Geosynthetic-Reinforced Soil Structures
    • Helwany, M.B.1
  • 9
    • 84977941098 scopus 로고
    • A Numerical Model for Analyzing Long-Term Performance of Geosynthetic-Reinforced Soil Structures
    • Helwany, M.B. and Wu, J.T.H., 1995, "A Numerical Model for Analyzing Long-Term Performance of Geosynthetic-Reinforced Soil Structures", Geosynthetics International, Vol. 2, No. 2, pp. 429-453.
    • (1995) Geosynthetics International , vol.2 , Issue.2 , pp. 429-453
    • Helwany, M.B.1    Wu, J.T.H.2
  • 10
    • 0025199634 scopus 로고
    • Bearing Capacity of Reinforced Horizontal Sandy Ground
    • Huang, C.C. and Tatsuoka, F., 1990, "Bearing Capacity of Reinforced Horizontal Sandy Ground", Geotextiles and Geomembranes, Vol. 9, No. 1, pp. 51-82.
    • (1990) Geotextiles and Geomembranes , vol.9 , Issue.1 , pp. 51-82
    • Huang, C.C.1    Tatsuoka, F.2
  • 11
    • 0026789290 scopus 로고
    • Short-Term Strength and Deformation Characteristics of Geotextiles under Typical Operational Conditions
    • Ling, H.I., Wu, J.T.H. and Tatsuoka, F., 1992, "Short-Term Strength and Deformation Characteristics of Geotextiles under Typical Operational Conditions", Geotextiles and Geomembranes, Vol. 11, No. 2, pp. 185-219.
    • (1992) Geotextiles and Geomembranes , vol.11 , Issue.2 , pp. 185-219
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  • 12
    • 0021391027 scopus 로고
    • Behavior of Lubrication Layers of Platens in Element Tests
    • Tatsuoka, F., Molenkamp, F., Torii, T. and Hino, T., 1984, "Behavior of Lubrication Layers of Platens in Element Tests", Soils and Foundations, Vol. 24, No. 1, pp. 113-128.
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  • 13
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.