메뉴 건너뛰기




Volumn 25, Issue 6, 2007, Pages 346-359

Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill

Author keywords

Centrifuge modeling; Clay backfill; Geotextile reinforced wall

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; GEOTEXTILES; MATHEMATICAL MODELS; REINFORCEMENT; SOIL MECHANICS;

EID: 35848932307     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2007.01.003     Document Type: Article
Times cited : (81)

References (23)
  • 1
    • 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
  • 2
    • 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., and Walters D.L. Reinforcement loads in geosynthetic walls and the case for a new working stress design method. Geotextiles and Geomembranes 23 4 (2005) 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
  • 3
    • 0030470895 scopus 로고    scopus 로고
    • Behavioural study of a reinforced analogical soil under external loads
    • Benrabah A., Gielly J., and Masrouri F. Behavioural study of a reinforced analogical soil under external loads. Geotextiles and Geomembranes 14 1 (1996) 43-56
    • (1996) Geotextiles and Geomembranes , vol.14 , Issue.1 , pp. 43-56
    • Benrabah, A.1    Gielly, J.2    Masrouri, F.3
  • 4
    • 35848954564 scopus 로고    scopus 로고
    • Chen, H.T., Hung, W.T., Chen, B.W., Lee, C.J., 2004a. Centrifugal study on effect of water content of clayey backfill on the stability of MSEW. In: Proceedings of IS-OSAKA 2004 International Symposium on Engineering Practice and Performance of Soft Deposits, Osaka, Japan, pp. 297-302.
  • 5
    • 35848956143 scopus 로고    scopus 로고
    • Chen, H.T., Hung, W.T., Chen, B.W., Lee, C.J., 2004b. Countermeasure for improving stability of MSEW with clayey soil backfill at high water content. In: Proceedings of International Symposium on Fifth Asian Young Geotechnical Engineers Conference, Taipei, Taiwan, pp. 131-136.
  • 6
    • 35848965514 scopus 로고    scopus 로고
    • Chou, N., Chen, H.Y., Lee, H.H., Huang, J.C., Lai, Y.F., Hsieh, Y.C., Chen, J.Y., Lin, Y.M., 2002. Review of current uses of anchors and reinforced soil walls in hillside land development. Architecture & Building Research Institute Ministry of Interior Research Project Report, No. 091301070000G1014.
  • 8
    • 35848955705 scopus 로고    scopus 로고
    • Elias, V., Christopher, B.R., Berg, R.R., 2001. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines. US Department of Transportation Federal Highway Administration (FHWA), FHWA-NHI-00-043.
  • 10
    • 7744245868 scopus 로고    scopus 로고
    • A case study of a geosynthetic reinforced wall with wrap-around facing
    • Kazimierowicz-Frankowska K. A case study of a geosynthetic reinforced wall with wrap-around facing. Geotextiles and Geomembranes 23 1 (2005) 107-115
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.1 , pp. 107-115
    • Kazimierowicz-Frankowska, K.1
  • 12
    • 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
  • 13
    • 16844369486 scopus 로고    scopus 로고
    • Enhanced performance of reinforced soil walls by the inclusion of short fiber
    • Park T., and Tan S.A. Enhanced performance of reinforced soil walls by the inclusion of short fiber. Geotextiles and Geomembranes 23 4 (2005) 348-361
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.4 , pp. 348-361
    • Park, T.1    Tan, S.A.2
  • 14
    • 0030408320 scopus 로고    scopus 로고
    • Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls
    • Porbaha A., and Goodings D.J. Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls. Journal of Geotechnical Engineering, ASCE 122 10 (1996) 840-848
    • (1996) Journal of Geotechnical Engineering, ASCE , vol.122 , Issue.10 , pp. 840-848
    • Porbaha, A.1    Goodings, D.J.2
  • 15
    • 0642365239 scopus 로고    scopus 로고
    • Laboratory investigation of nonuniformly reinforced soil-retaining structure
    • Porbaha A., and Goodings D.J. Laboratory investigation of nonuniformly reinforced soil-retaining structure. Geotechnical Testing Journal 20 3 (1997) 289-295
    • (1997) Geotechnical Testing Journal , vol.20 , Issue.3 , pp. 289-295
    • Porbaha, A.1    Goodings, D.J.2
  • 17
    • 0032144590 scopus 로고    scopus 로고
    • Theoretical analysis of centrifugal model tests on reinforced earth structures
    • Sawicki A. Theoretical analysis of centrifugal model tests on reinforced earth structures. Geotechnique 48 4 (1998) 563-567
    • (1998) Geotechnique , vol.48 , Issue.4 , pp. 563-567
    • Sawicki, A.1
  • 18
    • 14944357476 scopus 로고    scopus 로고
    • Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation
    • Skinner G.D., and Rowe R.K. Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation. Geotextiles and Geomembranes 23 3 (2005) 235-260
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.3 , pp. 235-260
    • Skinner, G.D.1    Rowe, R.K.2
  • 19
    • 85046910365 scopus 로고
    • Part 4 geosynthetics in transportation faciliries-Failure of geotextile-reinforced vertical soil walls with marginal backfill
    • Suah P.G., and Goodings D.J. Part 4 geosynthetics in transportation faciliries-Failure of geotextile-reinforced vertical soil walls with marginal backfill. Transportation Research Record 1772 (1989) 183-189
    • (1989) Transportation Research Record , vol.1772 , pp. 183-189
    • Suah, P.G.1    Goodings, D.J.2
  • 20
    • 35848942637 scopus 로고    scopus 로고
    • Wu, J.Y., Tang, A.H., 2005. Forensic case study of reinforced soil structure failure. In: Proceedings of the 11th Conference on Current Researches in Geotechnical Engineering in Taiwan, Wanli, pp. C02-1-C02-8 (in Chinese).
  • 22
    • 33750601798 scopus 로고    scopus 로고
    • Centrifuge model tests of geosynthetics reinforced retaining walls
    • Zhang W., Lai Z., and Xu G. Centrifuge model tests of geosynthetics reinforced retaining walls. China Civil Engineering Journal 33 3 (2000) 84-91
    • (2000) China Civil Engineering Journal , vol.33 , Issue.3 , pp. 84-91
    • Zhang, W.1    Lai, Z.2    Xu, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.