메뉴 건너뛰기




Volumn 26, Issue 6, 2008, Pages 460-472

Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Full-scale load test and 3D finite element analysis

Author keywords

Bridge abutment; Geogrid; Reinforced soil wall; Segmental retaining wall; Surcharge load; Tiered wall

Indexed keywords

ABUTMENTS (BRIDGE); FINITE ELEMENT METHOD; FORECASTING; REINFORCEMENT; RETAINING WALLS; SPOT WELDING; TESTING;

EID: 56049106123     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2008.05.008     Document Type: Article
Times cited : (166)

References (31)
  • 1
    • 56049104296 scopus 로고    scopus 로고
    • AASHTO, 1996. Standard Specifications for Highway Bridges, with 2000 Interims, American Association of State Highway and Transportation Officials, fifteenth ed. Washington, D.C., USA, 686 p.
    • AASHTO, 1996. Standard Specifications for Highway Bridges, with 2000 Interims, American Association of State Highway and Transportation Officials, fifteenth ed. Washington, D.C., USA, 686 p.
  • 3
    • 0001870222 scopus 로고    scopus 로고
    • Performance of a prestrained geosynthetics reinforced soil bridge pier
    • Wu J.T.H. (Ed), A.A. Balkema Publisher, Rotterdam
    • Adams M. Performance of a prestrained geosynthetics reinforced soil bridge pier. In: Wu J.T.H. (Ed). Mechanically Stabilized Backfill (1997), A.A. Balkema Publisher, Rotterdam 35-53
    • (1997) Mechanically Stabilized Backfill , pp. 35-53
    • Adams, M.1
  • 4
    • 30944450789 scopus 로고    scopus 로고
    • Numerical procedures for deformation calculations in the reinforced soil walls
    • Al Hattamleh O., and Muhunthan B. Numerical procedures for deformation calculations in the reinforced soil walls. Geotextiles and Geomembranes 24 1 (2006) 52-57
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.1 , pp. 52-57
    • Al Hattamleh, O.1    Muhunthan, B.2
  • 5
    • 33645315031 scopus 로고
    • Standard test method for classification of soils for engineering purposes
    • ASTM D2487-90 West Conshohocken, PA, pp. 326-336
    • ASTM. Standard test method for classification of soils for engineering purposes. ASTM D2487-90. Annual Books of ASTM Standards vol. 4.08 (1992) West Conshohocken, PA, pp. 326-336
    • (1992) Annual Books of ASTM Standards , vol.4 08
    • ASTM1
  • 6
    • 0003810757 scopus 로고    scopus 로고
    • Standard test method for tensile properties of geotextiles by the wide-width strip method
    • ASTM D4595 West Conshohocken, PA, pp. 698-708
    • ASTM. Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM D4595. Annual book of ASTM standards vol. 4.09 (1996) West Conshohocken, PA, pp. 698-708
    • (1996) Annual book of ASTM standards , vol.4 09
    • ASTM1
  • 7
    • 0013511647 scopus 로고    scopus 로고
    • Construction, performance of an experimental larger scale wall reinforced with geosynthetics
    • Ochiai H., Yasufuku N., and Omine K. (Eds), A.A. Balkema Publisher, Rotterdam
    • Benigni C., Bosco G., Cazzuffi D., and Col R.D. Construction, performance of an experimental larger scale wall reinforced with geosynthetics. In: Ochiai H., Yasufuku N., and Omine K. (Eds). Earth Reinforcement vol. 1 (1996), A.A. Balkema Publisher, Rotterdam 315-320
    • (1996) Earth Reinforcement , vol.1 , pp. 315-320
    • Benigni, C.1    Bosco, G.2    Cazzuffi, D.3    Col, R.D.4
  • 8
    • 36649006605 scopus 로고    scopus 로고
    • Model tests of geocell retaining structures
    • Chen R.H., and Chiu Y.M. Model tests of geocell retaining structures. Geotextiles and Geomembranes 26 1 (2008) 56-57
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.1 , pp. 56-57
    • Chen, R.H.1    Chiu, Y.M.2
  • 9
    • 35848932307 scopus 로고    scopus 로고
    • Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill
    • Chen H.-T., Hung W.-Y., Chang C.-C., Chen Y.-J., and Lee C.-J. Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill. Geotextiles and Geomembranes 25 6 (2007) 346-359
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.6 , pp. 346-359
    • Chen, H.-T.1    Hung, W.-Y.2    Chang, C.-C.3    Chen, Y.-J.4    Lee, C.-J.5
  • 11
    • 0005460731 scopus 로고    scopus 로고
    • Geosynthetics reinforced structures as bridge abutments: full scale experimentation and comparison with modelisations
    • Wu J.T.H. (Ed), A.A. Balkema Publisher, Rotterdam
    • Gotteland Ph., Gourc J.P., and Villard P. Geosynthetics reinforced structures as bridge abutments: full scale experimentation and comparison with modelisations. In: Wu J.T.H. (Ed). Mechanically Stabilized Backfill (1997), A.A. Balkema Publisher, Rotterdam 25-34
    • (1997) Mechanically Stabilized Backfill , pp. 25-34
    • Gotteland, Ph.1    Gourc, J.P.2    Villard, P.3
  • 15
    • 0000546190 scopus 로고    scopus 로고
    • Performance of geosynthetic-reinforced soil bridge pier and abutment, Denver, Colorado, USA
    • Wu J.T.H. (Ed), A.A. Balkema Publisher, Rotterdam
    • Ketchart K., and Wu J.T.H. Performance of geosynthetic-reinforced soil bridge pier and abutment, Denver, Colorado, USA. In: Wu J.T.H. (Ed). Mechanically Stabilized Backfill (1997), A.A. Balkema Publisher, Rotterdam 101-116
    • (1997) Mechanically Stabilized Backfill , pp. 101-116
    • Ketchart, K.1    Wu, J.T.H.2
  • 17
    • 2642513028 scopus 로고    scopus 로고
    • A synthesis of case histories on GRS bridge-supporting structures with flexible facing
    • Lee K.Z.Z., and Wu J.T.H. A synthesis of case histories on GRS bridge-supporting structures with flexible facing. Geotextiles and Geomembranes 22 4 (2004) 181-204
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.4 , pp. 181-204
    • Lee, K.Z.Z.1    Wu, J.T.H.2
  • 21
    • 33645891436 scopus 로고    scopus 로고
    • Development of horizontal slice method for seismic stability analysis of reinforced slopes and walls
    • Nouri H., Fakher A., and Jones C.J.F.P. Development of horizontal slice method for seismic stability analysis of reinforced slopes and walls. Geotextiles and Geomembranes 24 2 (2006) 175-187
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.2 , pp. 175-187
    • Nouri, H.1    Fakher, A.2    Jones, C.J.F.P.3
  • 23
    • 33846602378 scopus 로고    scopus 로고
    • Internal deformation behavior of geosynthetic-reinforced soil walls
    • Won M.-S., and Kim Y.-S. Internal deformation behavior of geosynthetic-reinforced soil walls. Geotextiles and Geomembranes 25 6 (2007) 10-22
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.6 , pp. 10-22
    • Won, M.-S.1    Kim, Y.-S.2
  • 24
    • 56049115884 scopus 로고    scopus 로고
    • Wu, J.T.H., Ketchart, K., Adams, M., 2001. GRS Bridge Piers and Abutments. Report FHWA-RD-00-038. FHWA, US Department of Transportation, 136 pp.
    • Wu, J.T.H., Ketchart, K., Adams, M., 2001. GRS Bridge Piers and Abutments. Report FHWA-RD-00-038. FHWA, US Department of Transportation, 136 pp.
  • 25
    • 56049126957 scopus 로고    scopus 로고
    • Wu, J.T.H., Lee, K.Z.Z., Helwany, S.B., Ketchart, K., 2006a. Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing. Report 556. National Cooperative Highway Research Program, Washington, D.C., 132 pp.
    • Wu, J.T.H., Lee, K.Z.Z., Helwany, S.B., Ketchart, K., 2006a. Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing. Report 556. National Cooperative Highway Research Program, Washington, D.C., 132 pp.
  • 27
    • 3142718902 scopus 로고    scopus 로고
    • Effect of foundation stiffness on behavior of soil-reinforced segmental retaining walls
    • Yoo C.S., and Kim J.S. Effect of foundation stiffness on behavior of soil-reinforced segmental retaining walls. Journal of Korean Geotechnical Society 18 8 (2002) 7-19
    • (2002) Journal of Korean Geotechnical Society , vol.18 , Issue.8 , pp. 7-19
    • Yoo, C.S.1    Kim, J.S.2
  • 28
    • 3142719760 scopus 로고    scopus 로고
    • Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configuration
    • Yoo C., and Jung H.S. Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configuration. Geotextiles and Geomembranes 22 5 (2004) 359-376
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.5 , pp. 359-376
    • Yoo, C.1    Jung, H.S.2
  • 29
    • 56049111171 scopus 로고    scopus 로고
    • Time-dependent deformation characteristics of geosynthetics-reinforced soil using plane strain compression tests
    • Korean Geotechnical Society
    • Yoo C., Kim S.B., and Lee B.W. Time-dependent deformation characteristics of geosynthetics-reinforced soil using plane strain compression tests. Korean Journal of Geotechnical Engineering 21 10 (2005) 85-97 Korean Geotechnical Society
    • (2005) Korean Journal of Geotechnical Engineering , vol.21 , Issue.10 , pp. 85-97
    • Yoo, C.1    Kim, S.B.2    Lee, B.W.3
  • 30
    • 56049123722 scopus 로고    scopus 로고
    • Effect of foundation yielding on performance of two-tier geosynthetic reinforced segmental retaining walls - a numerical investigation
    • Yoo C., and Song A.R. Effect of foundation yielding on performance of two-tier geosynthetic reinforced segmental retaining walls - a numerical investigation. Geosynthetics International 20 3 (2006) 110-120
    • (2006) Geosynthetics International , vol.20 , Issue.3 , pp. 110-120
    • Yoo, C.1    Song, A.R.2
  • 31
    • 85009101618 scopus 로고    scopus 로고
    • Time-dependent deformation characteristics of geosynthetic reinforced modular block walls under sustained/cyclic loading
    • Korean Geotechnical Society
    • Yoo C., Kim S.B., Kim Y.H., and Han D.H. Time-dependent deformation characteristics of geosynthetic reinforced modular block walls under sustained/cyclic loading. Korean Journal of Geotechnical Engineering 23 6 (2007) 1-17 Korean Geotechnical Society
    • (2007) Korean Journal of Geotechnical Engineering , vol.23 , Issue.6 , pp. 1-17
    • Yoo, C.1    Kim, S.B.2    Kim, Y.H.3    Han, D.H.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.