메뉴 건너뛰기




Volumn 8, Issue 1, 2001, Pages 27-48

Elastic analysis of soil-geosynthetic interaction

Author keywords

Bearing capacity; Geosynthetic; Reinforcement; Settlement; Soft ground; Winkler foundation

Indexed keywords

DEFORMATION; ELASTICITY; STRESSES;

EID: 0035039622     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.8.0185     Document Type: Article
Times cited : (19)

References (24)
  • 1
    • 0024475873 scopus 로고
    • Modeling of Membrane Action in a Two Layer Reinforced Soil System
    • Bourdeau, P.L., 1989, "Modeling of Membrane Action in a Two Layer Reinforced Soil System", Computers and Geotechnics, Vol. 7, Nos. 1-2, pp. 19-36.
    • (1989) Computers and Geotechnics , vol.7 , Issue.1-2 , pp. 19-36
    • Bourdeau, P.L.1
  • 3
    • 0028668335 scopus 로고
    • Soil-Geotextile Interaction: Evaluation of Membrane Support
    • Espinoza, R.D., 1994, "Soil-Geotextile Interaction: Evaluation of Membrane Support", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 281-293.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.5 , pp. 281-293
    • Espinoza, R.D.1
  • 6
    • 0028667596 scopus 로고
    • Reinforced Granular Fill-Soft Soil System: Confinement Effect
    • Ghosh, C. and Madhav, M.R., 1994a, "Reinforced Granular Fill-Soft Soil System: Confinement Effect", Geotextiles and Geomembranes, Vol. 13, No. 5, pp.727-741.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.5 , pp. 727-741
    • Ghosh, C.1    Madhav, M.R.2
  • 7
    • 0028667597 scopus 로고
    • Reinforced Granular Fill-Soft Soil System: Membrane Effect
    • Ghosh, C. and Madhav, M.R., 1994b, "Reinforced Granular Fill-Soft Soil System: Membrane Effect", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 743-759.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.5 , pp. 743-759
    • Ghosh, C.1    Madhav, M.R.2
  • 8
    • 0028666917 scopus 로고
    • Settlement Response of a Reinforced Shallow Earth Bed
    • Ghosh, C. and Madhav, M.R., 1994c, "Settlement Response of a Reinforced Shallow Earth Bed", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 643-656.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.5 , pp. 643-656
    • Ghosh, C.1    Madhav, M.R.2
  • 9
    • 0023588783 scopus 로고
    • Geotextiles for Unpaved Roads - A Review of Design Procedures
    • Hausmann, M.R., 1987, "Geotextiles for Unpaved Roads - A Review of Design Procedures", Geotextile and Geomembranes, No. 5, pp. 201-233.
    • (1987) Geotextile and Geomembranes , Issue.5 , pp. 201-233
    • Hausmann, M.R.1
  • 10
    • 0028669357 scopus 로고
    • Foundation on Strong Sand Underlain by Weak Clay with Geogrid at the Interface
    • Khing, K.H., Das, B.M., Puri, V.K., Yen, S.C., and Cook, E.E., 1994, "Foundation on Strong Sand Underlain by Weak Clay with Geogrid at the Interface", Geotextiles and Geomembranes, Vol. 13,No. 3, pp. 199-206.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.3 , pp. 199-206
    • Khing, K.H.1    Das, B.M.2    Puri, V.K.3    Yen, S.C.4    Cook, E.E.5
  • 12
    • 0023526198 scopus 로고
    • Analytical and Model Studies of Reinforcement of a Layer of Granular Fill on a Soft Clay Subgrade
    • Love, J.P., Burd, H.J., Milligan, G.W.E., and Houlsby, G.T., 1987, "Analytical and Model Studies of Reinforcement of a Layer of Granular Fill on a Soft Clay Subgrade", Canadian Geotechnical Journal, Vol. 24, No. 4, pp. 611-622.
    • (1987) Canadian Geotechnical Journal , vol.24 , Issue.4 , pp. 611-622
    • Love, J.P.1    Burd, H.J.2    Milligan, G.W.E.3    Houlsby, G.T.4
  • 13
    • 0024163415 scopus 로고
    • A New Model for Geosynthetic Reinforced Soil
    • Madhav, M.R. and Poorooshasb, H.B., 1988, "A New Model for Geosynthetic Reinforced Soil", Computers and Geotechnics, Vol. 6, No. 4, pp. 277-290.
    • (1988) Computers and Geotechnics , vol.6 , Issue.4 , pp. 277-290
    • Madhav, M.R.1    Poorooshasb, H.B.2
  • 14
    • 0003251073 scopus 로고
    • On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants
    • Moscow, (in Russian)
    • Pasternak, P.L., 1954, "On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants", Gosudarstvennoe Izdatelstro Liberaturi po Stroitelsvui Arkhitekture, Moscow, (in Russian)
    • (1954) Gosudarstvennoe Izdatelstro Liberaturi po Stroitelsvui Arkhitekture
    • Pasternak, P.L.1
  • 15
    • 0026169922 scopus 로고
    • On Mechanics of Heavily Reinforced Granular Mats
    • Poorooshasb, H.S., 1991, "On Mechanics of Heavily Reinforced Granular Mats", Soils and Foundations, Vol. 31, No. 2, pp. 134-152.
    • (1991) Soils and Foundations , vol.31 , Issue.2 , pp. 134-152
    • Poorooshasb, H.S.1
  • 16
    • 0024856805 scopus 로고
    • Analysis of Geosynthetic Reinforced Soil using a Simple Transform Function
    • Poorooshasb, H.S., 1989, "Analysis of Geosynthetic Reinforced Soil using a Simple Transform Function", Computers and Geotechnics, Vol. 8, No. 4, pp. 289-309.
    • (1989) Computers and Geotechnics , vol.8 , Issue.4 , pp. 289-309
    • Poorooshasb, H.S.1
  • 17
    • 0142211928 scopus 로고
    • Finite Element Analysis of Footings on Geogrid-Reinforced Soil
    • IFAI, San Diego, California, USA, February 1989
    • Poran, C.J., Herrmann, L.R., and Romastad, K.M., 1989, "Finite Element Analysis of Footings on Geogrid-Reinforced Soil", Proceedings of Geosynthetics '89, IFAI, Vol. 1, San Diego, California, USA, February 1989, pp. 231-242.
    • (1989) Proceedings of Geosynthetics '89 , vol.1 , pp. 231-242
    • Poran, C.J.1    Herrmann, L.R.2    Romastad, K.M.3
  • 19
    • 0342853675 scopus 로고
    • Modeling Geosynthetic-Reinforced Engineered Granular Fills on Soft Soil
    • Shukla, S.K. and Chandra, S., 1995, "Modeling Geosynthetic-Reinforced Engineered Granular Fills on Soft Soil", Geosynthetics International, Vol. 2, No. 3, pp. 603-617.
    • (1995) Geosynthetics International , vol.2 , Issue.3 , pp. 603-617
    • Shukla, S.K.1    Chandra, S.2
  • 20
    • 0028669444 scopus 로고
    • A Study of Settlement Response of a Geosynthetic-Reinforced Compressible Granular Fill-Soft Soil System
    • Shukla, S.K. and Chandra, S., 1994, "A Study of Settlement Response of a Geosynthetic-Reinforced Compressible Granular Fill-Soft Soil System", Geotextiles and Geomembranes, Vol. 13, No. 9, pp. 627-639.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.9 , pp. 627-639
    • Shukla, S.K.1    Chandra, S.2
  • 21
    • 0034249308 scopus 로고    scopus 로고
    • Closed-Form Solution for Reinforced Timoshenko Beam on Elastic Foundation
    • ASCE. (in press)
    • Yin, J.-H., 2000, "Closed-Form Solution for Reinforced Timoshenko Beam on Elastic Foundation", Journal of Engineering Mechanics, ASCE. (in press)
    • (2000) Journal of Engineering Mechanics
    • Yin, J.-H.1
  • 22
    • 0034161891 scopus 로고    scopus 로고
    • Comparative Modeling Study on Reinforced Beam on Elastic Foundation
    • Yin, J.H., 1999, "Comparative Modeling Study on Reinforced Beam on Elastic Foundation", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 3, pp. 265-271.
    • (1999) Journal of Geotechnical and Geoenvironmental Engineering , vol.126 , Issue.3 , pp. 265-271
    • Yin, J.H.1
  • 23
    • 0030883505 scopus 로고    scopus 로고
    • Modeling Geosynthetic-Reinforced Granular Fills over Soft Soil
    • Yin, J.H., 1997a, "Modeling Geosynthetic-Reinforced Granular Fills Over Soft Soil", Geosynthetics International, Vol. 4, No. 2, pp. 165-185.
    • (1997) Geosynthetics International , vol.4 , Issue.2 , pp. 165-185
    • Yin, J.H.1
  • 24
    • 0031427512 scopus 로고    scopus 로고
    • A Nonlinear Model of Geosynthetic-Reinforced Granular Fill over Soft Soil
    • Yin, J.H., 1997b, "A Nonlinear Model of Geosynthetic-Reinforced Granular Fill Over Soft Soil", Geosynthetics International, Vol. 4, No. 5, pp. 523-537.
    • (1997) Geosynthetics International , vol.4 , Issue.5 , pp. 523-537
    • Yin, J.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.