메뉴 건너뛰기




Volumn 14, Issue 2, 2007, Pages 100-118

Field monitoring evaluation of geotextile-reinforced soil-retaining walls

Author keywords

Cohesive soils; Geosynthetics; Geotextile; K stiffness method; Reinforced soil walls

Indexed keywords

DEFORMATION; GEOTEXTILES; SOILS; STRUCTURAL ANALYSIS;

EID: 34249933607     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2007.14.2.100     Document Type: Article
Times cited : (119)

References (30)
  • 1
    • 0345998703 scopus 로고    scopus 로고
    • Prediction of Reinforcement Loads in Reinforced Soil Walls
    • 522.2, Washington State Department of Transportation, Olympia, Washington
    • Allen, T. M & Bathurst, R. J. (2003). Prediction of Reinforcement Loads in Reinforced Soil Walls. Report WA-RD 522.2, Washington State Department of Transportation, Olympia, Washington.
    • (2003) Report WA-RD
    • Allen, T.M.1    Bathurst, R.J.2
  • 2
    • 0037699902 scopus 로고    scopus 로고
    • Global level of safety and performance of geosynthetic walls: An historical perspective
    • Allen, T. M, Bathurst, R. J. & Berg, R. R. (2002). Global level of safety and performance of geosynthetic walls: an historical perspective. Geosynthetics International, 9, Nos. 5-6, 395-450.
    • (2002) Geosynthetics International , vol.9 , Issue.5-6 , pp. 395-450
    • Allen, T.M.1    Bathurst, R.J.2    Berg, R.R.3
  • 4
    • 10444222998 scopus 로고    scopus 로고
    • Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
    • ASTM D 2487, ASTM International, West Conshohocken, PA
    • ASTM D 2487. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA.
  • 5
    • 5844350834 scopus 로고    scopus 로고
    • Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Plate (Unified Soil Classification System)
    • ASTM D 4253, ASTM International, West Conshohocken, PA
    • ASTM D 4253. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Plate (Unified Soil Classification System). ASTM International, West Conshohocken, PA.
  • 6
    • 37149042863 scopus 로고    scopus 로고
    • Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density (Unified Soil Classification System)
    • ASTM D 4254, ASTM International, West Conshohocken, PA
    • ASTM D 4254. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density (Unified Soil Classification System). ASTM International, West Conshohocken, PA.
  • 7
    • 0003492199 scopus 로고    scopus 로고
    • Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method (Unified Soil Classification System)
    • ASTM D 4595, ASTM International, West Conshohocken, PA
    • ASTM D 4595. Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method (Unified Soil Classification System). ASTM International, West Conshohocken, PA.
  • 8
    • 34249944449 scopus 로고    scopus 로고
    • Baras, L. C. S., Bueno, B. S. & Costa, C. M. L. (2002). On the evaluation of stepped isothermal method for characterizing creep properties of geotextiles. Proceedings of the 7th International Conference on Geosynthetics, Nice, France, 4, pp. 1515-1518.
    • Baras, L. C. S., Bueno, B. S. & Costa, C. M. L. (2002). On the evaluation of stepped isothermal method for characterizing creep properties of geotextiles. Proceedings of the 7th International Conference on Geosynthetics, Nice, France, Vol. 4, pp. 1515-1518.
  • 10
    • 16844386130 scopus 로고    scopus 로고
    • Reinforcement loads in geosynthetic walls and the case for a new working stress design method
    • Bathurst, R. J, Allen, T. M. & Walters, D. L. (2005). Reinforcement loads in geosynthetic walls and the case for a new working stress design method. Geotextiles and Geomembranes, 23, No. 4, 287-322.
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.4 , pp. 287-322
    • Bathurst, R.J.1    Allen, T.M.2    Walters, D.L.3
  • 11
    • 34247244596 scopus 로고    scopus 로고
    • The influence of facing rigidity on the performance of two geosynthetic reinforced soil retaining walls
    • Bathurst, R. J., Vlachopoulos, N., Walters, D. L., Burgess, P. G. & Allen, T. M. (2006). The influence of facing rigidity on the performance of two geosynthetic reinforced soil retaining walls. Canadian Geotechnical Journal, 43, No. 12, 1225-1237.
    • (2006) Canadian Geotechnical Journal , vol.43 , Issue.12 , pp. 1225-1237
    • Bathurst, R.J.1    Vlachopoulos, N.2    Walters, D.L.3    Burgess, P.G.4    Allen, T.M.5
  • 12
    • 34249940673 scopus 로고    scopus 로고
    • Carvalho, P. A. S., Wolle, C. M. & Pedrosa, J. A. B. A. (1986). Aterro reforçado com geotêxteis - uma opção alternativa para a engenharia geotécnica. Proceedings of the 8th Brazilian Conference on Soil Mechanics and Foundation Engineering, Porto Alegre, Brazil, 4, pp. 169-178.
    • Carvalho, P. A. S., Wolle, C. M. & Pedrosa, J. A. B. A. (1986). Aterro reforçado com geotêxteis - uma opção alternativa para a engenharia geotécnica. Proceedings of the 8th Brazilian Conference on Soil Mechanics and Foundation Engineering, Porto Alegre, Brazil, Vol. 4, pp. 169-178.
  • 14
    • 34249941420 scopus 로고    scopus 로고
    • 100 Brazilian Dams
    • São Paulo in Portuguese
    • Cruz, P. T. (1996). 100 Brazilian Dams. Oficina de Textos, São Paulo (in Portuguese).
    • (1996) Oficina de Textos
    • Cruz, P.T.1
  • 16
    • 0012665302 scopus 로고    scopus 로고
    • Mechanically Stabilized Earth Walls and Reinforced Soil Slopes: Design and Construction Guidelines
    • Report No. FHWA-NHI-00-043. Federal Highway Administration, Washington, DC, USA, 394 pp
    • Elias, V., Christopher, B. R. & Berg, R. R. (2001). Mechanically Stabilized Earth Walls and Reinforced Soil Slopes: Design and Construction Guidelines, Report No. FHWA-NHI-00-043. Federal Highway Administration, Washington, DC, USA, 394 pp.
    • (2001)
    • Elias, V.1    Christopher, B.R.2    Berg, R.R.3
  • 17
    • 34249940417 scopus 로고    scopus 로고
    • Farrag, K. & Morvant, M. (2004). Evaluation of Interaction Properties of Geosynthetics in Cohesive Soils: LTRC Reinforced-Soil Test Wall, LTRC Project No. 92-4GT. State Project No. 736-99-0658. Louisiana Department of Transportation and Development and Louisiana Transportation Research Center, 156 pp.
    • Farrag, K. & Morvant, M. (2004). Evaluation of Interaction Properties of Geosynthetics in Cohesive Soils: LTRC Reinforced-Soil Test Wall, LTRC Project No. 92-4GT. State Project No. 736-99-0658. Louisiana Department of Transportation and Development and Louisiana Transportation Research Center, 156 pp.
  • 20
  • 21
    • 34249936985 scopus 로고    scopus 로고
    • Mitchell, J. K. & Villet, W. C. B. (1987). Reinforcement of Earth Slopes and Embankments. National Cooperative Highway Research Program Report, No. 290, Transportation Research Board, National Research Council, Washington, DC, USA.
    • Mitchell, J. K. & Villet, W. C. B. (1987). Reinforcement of Earth Slopes and Embankments. National Cooperative Highway Research Program Report, No. 290, Transportation Research Board, National Research Council, Washington, DC, USA.
  • 28
    • 85018806560 scopus 로고
    • Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions
    • Zornberg, J. G. & Mitchell, J. K. (1994). Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions. Geosynthetics International, 1, No. 2, 103-148.
    • (1994) Geosynthetics International , vol.1 , Issue.2 , pp. 103-148
    • Zornberg, J.G.1    Mitchell, J.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.