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Volumn , Issue 103, 2000, Pages 218-243

Performance of geosynthetic-reinforced walls supporting bridge and approaching roadway structures

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; FOUNDATIONS; GEOSYNTHETIC MATERIALS; MOISTURE; ROADWAY SUPPORTS; SHEAR STRENGTH; SOILS; STRAIN; STRESS ANALYSIS;

EID: 0033702797     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (38)

References (10)
  • 1
    • 0001870222 scopus 로고    scopus 로고
    • Performance of a prestrained geosynthetic reinforced soil bridge pier
    • T.H. Wu, editor, A. A. Balkema, Denver, USA
    • Adams, M. (1997). "Performance of a prestrained geosynthetic reinforced soil bridge pier." Int. Symp. On Mechanically Stabilized Backfill, T.H. Wu, editor, A. A. Balkema, Denver, USA, 35-53.
    • (1997) Int. Symp. on Mechanically Stabilized Backfill , pp. 35-53
    • Adams, M.1
  • 3
    • 0003460952 scopus 로고
    • Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses
    • University of California at Berkeley
    • Duncan, J.M., Byrne, P., Wong, K.S., and Mabry, P. (1980). "Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses," Geotechnical Research Report No. UCB/GT/80-01, University of California at Berkeley, 70 pp.
    • (1980) Geotechnical Research Report No. UCB/GT/80-01
    • Duncan, J.M.1    Byrne, P.2    Wong, K.S.3    Mabry, P.4
  • 5
    • 0005460731 scopus 로고    scopus 로고
    • Geosynthetic reinforced structures as bridge abutment: Full Scale experimentation and comparison with modelisations
    • T.H. Wu, editor, A. A. Balkema, Denver, USA
    • Gotteland, Ph., Gourc, J.P., and Villard, P. (1997). "Geosynthetic reinforced structures as bridge abutment: Full Scale experimentation and comparison with modelisations." Int. Symp. On Mechanically Stabilized Backfill, T.H. Wu, editor, A. A. Balkema, Denver, USA, 25-34.
    • (1997) Int. Symp. on Mechanically Stabilized Backfill , pp. 25-34
    • Gotteland, Ph.1    Gourc, J.P.2    Villard, P.3
  • 6
    • 0342371821 scopus 로고    scopus 로고
    • Loading Tests of GRS Bridge Pier and Abutment in Denver, Colorado
    • Colorado Department of Transportation
    • Ketchart, K. and Wu, J.T.H. (1997). "Loading Tests of GRS Bridge Pier and Abutment in Denver, Colorado." Report No. CDOT-DTD-97-10, Colorado Department of Transportation.
    • (1997) Report No. CDOT-DTD-97-10
    • Ketchart, K.1    Wu, J.T.H.2
  • 7
    • 0343241419 scopus 로고    scopus 로고
    • Use of Fabric Reinforced Soil Walls for Integral Bridge End Treatment
    • Atlanta, Georgia, March
    • Reid, R.A., Soupir, S.P., and Schaefer, V.R. (1998). "Use of Fabric Reinforced Soil Walls for Integral Bridge End Treatment." Sixth International Conference on Geosynthetics, Atlanta, Georgia, March, 573-576.
    • (1998) Sixth International Conference on Geosynthetics , pp. 573-576
    • Reid, R.A.1    Soupir, S.P.2    Schaefer, V.R.3
  • 8
    • 0342371820 scopus 로고    scopus 로고
    • Geosynthetic-reinforced soil retaining walls as important permanent structures
    • T.H. Wu, editor, A. A. Balkema, Denver USA
    • Tatsuoka, F., Tateyama, M., Uchimura, T., and Koseki, J. (1997). "Geosynthetic-reinforced soil retaining walls as important permanent structures." Int. Symp. On Mechanically Stabilized Backfill, T.H. Wu, editor, A. A. Balkema, Denver USA, 3-24.
    • (1997) Int. Symp. on Mechanically Stabilized Backfill , pp. 3-24
    • Tatsuoka, F.1    Tateyama, M.2    Uchimura, T.3    Koseki, J.4
  • 9
    • 0005505764 scopus 로고    scopus 로고
    • Performance of a geosynthetic segmental block wall structure to support bridge abutments
    • Japan
    • Won, G.W., Hull, T., and De Ambrosis, L. (1996). "Performance of a geosynthetic segmental block wall structure to support bridge abutments." Int. Symp. On Earth Reinforcement, Fukuoka/Kyushu, Japan, Volume 1., 543-548.
    • (1996) Int. Symp. on Earth Reinforcement, Fukuoka/Kyushu , vol.1 , pp. 543-548
    • Won, G.W.1    Hull, T.2    De Ambrosis, L.3
  • 10
    • 0343677029 scopus 로고
    • EPS, flow fill, and structural fill for bridge abutment backfill
    • Colorado Department of Transportation
    • Yeh, S.T. and Su, C.K. (1995). "EPS, flow fill, and structural fill for bridge abutment backfill". Report No. CDOT-R-SM-95-15, Colorado Department of Transportation.
    • (1995) Report No. CDOT-R-SM-95-15
    • Yeh, S.T.1    Su, C.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.