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Volumn , Issue 61, 1996, Pages 258-272

Creep deformation and stress relaxation in preloaded/prestressed geosynthetic-reinforced soil retaining walls

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; CREEP TESTING; DEFORMATION; PRESTRESSED MATERIALS; REINFORCEMENT; RHEOLOGY; STIFFNESS; STRESS RELAXATION; STRUCTURAL ANALYSIS;

EID: 0030383414     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (5)

References (11)
  • 1
    • 0000014388 scopus 로고    scopus 로고
    • Small strain behavior of geomaterials: Modelling of the strain rate effects
    • to appear
    • Di Benedetto,H. and Tatsuoka,F. (1996): Small strain behavior of geomaterials: modelling of the strain rate effects, Soils and Foundations (to appear)
    • (1996) Soils and Foundations
    • Di Benedetto, H.1    Tatsuoka, F.2
  • 2
    • 0026119406 scopus 로고
    • A simple gauge for local small strain measurements in the laboratory
    • Goto,S., Tatsuoka,F., Shibuya,S., Kim,Y.-S. and Sato,T. (1991): A simple gauge for local small strain measurements in the laboratory, Soils and Foundations, 31-1, pp.169-180
    • (1991) Soils and Foundations , vol.31 , Issue.1 , pp. 169-180
    • Goto, S.1    Tatsuoka, F.2    Shibuya, S.3    Kim, Y.-S.4    Sato, T.5
  • 3
    • 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 9, pp.51-82.
    • (1990) Geotextiles and Geomembranes , vol.9 , pp. 51-82
    • Huang, C.-C.1    Tatsuoka, F.2
  • 4
    • 0008800646 scopus 로고
    • Permanent geosynthetic-reinforced soil retaining walls used for railway embankment in Japan
    • (Wu ed.), Balkema
    • Tatsuoka,F., Murata,O. and Tateyama,M. (1992): Permanent geosynthetic-reinforced soil retaining walls used for railway embankment in Japan, Geosynthetic-Reinforced Retaining Walls. (Wu ed.), Balkema, pp.101-130
    • (1992) Geosynthetic-Reinforced Retaining Walls , pp. 101-130
    • Tatsuoka, F.1    Murata, O.2    Tateyama, M.3
  • 5
    • 0013511915 scopus 로고
    • Roles of facing rigidity in soil reinforcing, Keynote Lecture
    • IS Kyushu '92, Balkema
    • Tatsuoka F. (1993): Roles of facing rigidity in soil reinforcing, Keynote Lecture, Proc. Int. Sym. on Earth Reinforcement Practice, IS Kyushu '92, Balkema, Vol. 2, pp.831-870.
    • (1993) Proc. Int. Sym. on Earth Reinforcement Practice , vol.2 , pp. 831-870
    • Tatsuoka, F.1
  • 7
    • 0029721143 scopus 로고    scopus 로고
    • Performance of soil retaining walls for railway embankments, Special Issue for the 1995 Great Hanshin Awaji earthquake
    • to appear
    • Tatsuoka,F., Tateyama,M., and Koseki,J. (1996a): Performance of soil retaining walls for railway embankments, Special Issue for the 1995 Great Hanshin Awaji earthquake, Soils and Foundations, (to appear)
    • (1996) Soils and Foundations
    • Tatsuoka, F.1    Tateyama, M.2    Koseki, J.3
  • 10
    • 7044231064 scopus 로고    scopus 로고
    • Geosynthetic-reinforced soil retaining walls as important permanent structures, the 1996-1997 Mercer lecture
    • Maastricht (to appear)
    • Tatsuoka,F., Tateyama,M., Uchimura,T. and Koseki,J. (1996d): Geosynthetic-reinforced soil retaining walls as important permanent structures, the 1996-1997 Mercer lecture, Proc. of the EuroGeo 1 Conf., Maastricht (to appear)
    • (1996) Proc. of the EuroGeo 1 Conf.
    • Tatsuoka, F.1    Tateyama, M.2    Uchimura, T.3    Koseki, J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.