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Volumn 11, Issue 6, 2004, Pages 470-480

Analysis of beams on reinforced granular beds

Author keywords

Geosynthetics; Ground improvement; Reinforced soils; Winkler foundation

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; DIFFERENTIAL EQUATIONS; MATHEMATICAL MODELS; REINFORCEMENT; SOILS;

EID: 31744448278     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2004.11.6.470     Document Type: Article
Times cited : (39)

References (16)
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  • 3
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    • Modelling and analysis of reinforced foundation beds
    • PhD thesis, Department of Civil Engineering, Indian Institute of Technology, Kanpur
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  • 4
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    • Beams on Elastic Foundations
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    • Hetenyi, M.1
  • 6
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    • A study of a new foundation model
    • Kerr, A. D. (1965). A study of a new foundation model. Acta Mechanica, 1, 135-147.
    • (1965) Acta Mechanica , vol.1 , pp. 135-147
    • Kerr, A.D.1
  • 9
    • 0003488849 scopus 로고
    • On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants
    • Moscow: Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture (in Russian)
    • Pasternak, P. L. (1954). On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants. Moscow: Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture (in Russian).
    • (1954)
    • Pasternak, P.L.1
  • 11
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    • The effect of prestressing on the settlement characteristics of geosynthetic-reinforced soil
    • Shukla, S. K. & Chandra, S. (1994a). The effect of prestressing on the settlement characteristics of geosynthetic-reinforced soil. Geotextiles and Geomembranes, 13, 531-543.
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 531-543
    • Shukla, S.K.1    Chandra, S.2
  • 12
    • 0028669444 scopus 로고
    • A study of settlement response of a geosynthetic-reinforced compressible granular fill-soft soil system
    • Shukla, S. K. & Chandra, S. (19946). A study of settlement response of a geosynthetic-reinforced compressible granular fill-soft soil system. Geotextiles and Geomembranes, 13, 627-639.
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 627-639
    • Shukla, S.K.1    Chandra, S.2
  • 13
    • 0028667599 scopus 로고
    • A generalized mechanical model for geosynthetic-reinforced foundation soil
    • Shukla, S. K. & Chandra, S. (1994c). A generalized mechanical model for geosynthetic-reinforced foundation soil. Geotextiles and Geomembranes, 13, 813-825.
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 813-825
    • Shukla, S.K.1    Chandra, S.2
  • 14
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    • In Die Lehre von der Elastizitat und Festigkeit
    • Prague: Domonicus
    • Winkler, E. (1867). In Die Lehre von der Elastizitat und Festigkeit, p. 182. Prague: Domonicus.
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    • Winkler, E.1
  • 15
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    • Modelling geosynthetic-reinforced granular fill over soft soil
    • Yin, J. H. (1997). Modelling geosynthetic-reinforced granular fill over soft soil. Geosynthetics International, 4, No. 2, 165-185.
    • (1997) Geosynthetics International , vol.4 , Issue.2 , pp. 165-185
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  • 16
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    • Comparative modelling study on reinforced beam on elastic foundation
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    • Yin, J.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.