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Volumn 22, Issue 4, 2004, Pages 181-204

A synthesis of case histories on GRS bridge-supporting structures with flexible facing

Author keywords

Abutment; Bridge support; Case history; Geosynthetic reinforced soil; Reinforcement

Indexed keywords

FLEXIBLE STRUCTURES; PRESSURE EFFECTS; SOILS; SYNTHESIS (CHEMICAL);

EID: 2642513028     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2004.03.002     Document Type: Article
Times cited : (82)

References (18)
  • 1
    • 0003698364 scopus 로고    scopus 로고
    • AASHTO, 16th Edition. American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO, 1997. Interims to Standard Specifications for Highway Bridges, 16th Edition. American Association of State Highway and Transportation Officials, Washington, DC
    • (1997) Interims to Standard Specifications for Highway Bridges
  • 5
    • 0001870222 scopus 로고    scopus 로고
    • Performance of a prestrained geosynthetic reinforced soil bridge pier
    • J. T. Wu (Ed.), Rotterdam: A. A. Balkema Publisher
    • Adams M. Performance of a prestrained geosynthetic reinforced soil bridge pier Wu J.T.H. Mechanically Stabilized Backfill 1997 35-53 A. A. Balkema Publisher Rotterdam
    • (1997) Mechanically Stabilized Backfill , pp. 35-53
    • Adams, M.1
  • 6
    • 0013511647 scopus 로고    scopus 로고
    • Construction, performance of an experimental large-scale wall reinforced with geosynthetics
    • H. Ochiai, N. Yasufuku, & K. Omine (Eds.), Rotterdam: A. A. Balkema Publisher
    • Benigni C. Bosco G. Cazzuffi D. Col R.D. Construction, performance of an experimental large-scale wall reinforced with geosynthetics Ochiai H. Yasufuku N. Omine K. Earth Reinforcement Vol. 1 1996 315-320 A. A. Balkema Publisher Rotterdam
    • (1996) Earth Reinforcement , vol.1 , pp. 315-320
    • Benigni, C.1    Bosco, G.2    Cazzuffi, D.3    Col, R.D.4
  • 7
    • 0005460731 scopus 로고    scopus 로고
    • Geosynthetics reinforced structures as bridge abutments: Full scale experimentation and comparison with modelisations
    • J. T. Wu (Ed.), Rotterdam: A. A. Balkema Publisher
    • Gotteland Ph. Gourc J.P. Villard P. Geosynthetics reinforced structures as bridge abutments: full scale experimentation and comparison with modelisations Wu J.T.H. Mechanically Stabilized Backfill 1997 25-34 A. A. Balkema Publisher Rotterdam
    • (1997) Mechanically Stabilized Backfill , pp. 25-34
    • Gotteland, Ph.1    Gourc, J.P.2    Villard, P.3
  • 9
    • 0000546190 scopus 로고    scopus 로고
    • Performance of geosynthetic-reinforced soil bridge pier and abutment, Denver, Colorado, USA
    • J. T. Wu (Ed.), Rotterdam: A. A. Balkema Publisher
    • Ketchart K. Wu J.T.H. Performance of geosynthetic-reinforced soil bridge pier and abutment, Denver, Colorado, USA Wu J.T.H. Mechanically Stabilized Backfill 1997 101-116 A. A. Balkema Publisher Rotterdam
    • (1997) Mechanically Stabilized Backfill , pp. 101-116
    • Ketchart, K.1    Wu, J.T.H.2
  • 10
    • 0030317861 scopus 로고    scopus 로고
    • Nonwoven geotextile used for temporary reinforcement of a retaining structure under a railroad track
    • M. B. DeGroot, G. Hoedt, & R. J. Termaat (Eds.), Rotterdam: A. A. Balkema Publisher
    • Mannsbart G. Kropik C. Nonwoven geotextile used for temporary reinforcement of a retaining structure under a railroad track DeGroot M.B. Hoedt G. Termaat R.J. Geosynthetics: Applications, Design and Construction 1996 121-124 A. A. Balkema Publisher Rotterdam
    • (1996) Geosynthetics: Applications, Design and Construction , pp. 121-124
    • Mannsbart, G.1    Kropik, C.2
  • 13
    • 0342371820 scopus 로고    scopus 로고
    • Geosynthetic-reinforcement soil retaining walls as important permanent structures
    • J. T. Wu (Ed.), Rotterdam: A. A. Balkema Publisher
    • Tatsuoka F. Uchimura T. Tateyama M. Koseki J. Geosynthetic-reinforcement soil retaining walls as important permanent structures Wu J.T.H. Mechanically Stabilized Backfill 1997 3-24 A. A. Balkema Publisher Rotterdam
    • (1997) Mechanically Stabilized Backfill , pp. 3-24
    • Tatsuoka, F.1    Uchimura, T.2    Tateyama, M.3    Koseki, J.4
  • 15
    • 11744272192 scopus 로고
    • Design and construction of bridge approaches
    • Transportation Research Board, National Research Council, Washington, DC
    • Wahls, H.E., 1990. Design and construction of bridge approaches. National Cooperative Highway Research Program Synthesis of Highway Practice 159, Transportation Research Board, National Research Council, Washington, DC, 45pp.
    • (1990) National Cooperative Highway Research Program Synthesis of Highway Practice 159 , pp. 45
    • Wahls, H.E.1
  • 16
    • 2642538731 scopus 로고
    • Stability mechanisms in geotextile reinforced earth-structures
    • Vienna, Austria
    • Werner G. Resl S. Stability mechanisms in geotextile reinforced earth-structures III International Conference on Geotextiles, Vienna, Austria 4 1986 1131-1135
    • (1986) III International Conference on Geotextiles , vol.4 , pp. 1131-1135
    • Werner, G.1    Resl, S.2
  • 17
    • 0005505764 scopus 로고    scopus 로고
    • Performance of a geosynthetic segmental block wall structure to support bridge abutments
    • H. Ochiai, N. Yasufuku, & K. Omine (Eds.), Rotterdam: A. A. Balkema Publisher
    • Won G.W. Hull T. De Ambrosis L. Performance of a geosynthetic segmental block wall structure to support bridge abutments Ochiai H. Yasufuku N. Omine K. Earth Reinforcement Vol. 1 1996 543-548 A. A. Balkema Publisher Rotterdam
    • (1996) Earth Reinforcement , vol.1 , pp. 543-548
    • Won, G.W.1    Hull, T.2    De Ambrosis, L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.