메뉴 건너뛰기




Volumn 44, Issue 8, 2007, Pages 917-927

Parametric finite element analyses of geocell-supported embankments

Author keywords

Embankment; Finite element analysis; Geocell layer; Geogrids; Parametric studies; Reinforcement

Indexed keywords

COMPUTER SIMULATION; ELASTIC MODULI; FINITE ELEMENT METHOD; REINFORCEMENT; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS;

EID: 36149001393     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-039     Document Type: Article
Times cited : (95)

References (22)
  • 1
    • 0024179533 scopus 로고    scopus 로고
    • Bathurst, R.J., and Jarrett, P.M. 1988. Large scale model tests of geocomposite mattresses over peat subgrades. In Transportation Research Record No. 1188. Transportation Research Board, Washington, D.C. pp. 28-36.
    • Bathurst, R.J., and Jarrett, P.M. 1988. Large scale model tests of geocomposite mattresses over peat subgrades. In Transportation Research Record No. 1188. Transportation Research Board, Washington, D.C. pp. 28-36.
  • 2
    • 0013617576 scopus 로고
    • Large-scale triaxial compression testing of geocell-reinforced granular soils
    • Bathurst, R.J., and Karpurapu, R.G. 1993. Large-scale triaxial compression testing of geocell-reinforced granular soils. Geotechnical Testing Journal, 16: 296-303.
    • (1993) Geotechnical Testing Journal , vol.16 , pp. 296-303
    • Bathurst, R.J.1    Karpurapu, R.G.2
  • 3
    • 0025199644 scopus 로고
    • The design and construction of geocell foundation mattress supporting embankments over soft ground
    • doi:10.1016/ 0266-1144(90)90006-X
    • Bush, D.I., Jenner, C.G., and Bassett, R.H. 1990. The design and construction of geocell foundation mattress supporting embankments over soft ground. Geotextiles and Geomembranes, 9: 83-98. doi:10.1016/ 0266-1144(90)90006-X.
    • (1990) Geotextiles and Geomembranes , vol.9 , pp. 83-98
    • Bush, D.I.1    Jenner, C.G.2    Bassett, R.H.3
  • 4
    • 0027790123 scopus 로고
    • Performance of a road embankment on soft clay supported on a geocell mattress foundation
    • doi:10.1016/0266-1144(93)90046-Q
    • Cowland, J.W., and Wong, S.C.K. 1993. Performance of a road embankment on soft clay supported on a geocell mattress foundation. Geotextiles and Geomembranes, 12: 687-705. doi:10.1016/0266-1144(93)90046-Q.
    • (1993) Geotextiles and Geomembranes , vol.12 , pp. 687-705
    • Cowland, J.W.1    Wong, S.C.K.2
  • 5
    • 0035340159 scopus 로고    scopus 로고
    • Bearing capacity of strip footings supported on geocell-reinforced sand
    • doi:10.1016/ S0266-1144(01)0006-1
    • Dash, S.K., Krishnaswamy, N.R., and Rajagopal, K. 2001a. Bearing capacity of strip footings supported on geocell-reinforced sand. Geotextiles and Geomembranes, 19: 235-256. doi:10.1016/ S0266-1144(01)0006-1.
    • (2001) Geotextiles and Geomembranes , vol.19 , pp. 235-256
    • Dash, S.K.1    Krishnaswamy, N.R.2    Rajagopal, K.3
  • 6
    • 0035575954 scopus 로고    scopus 로고
    • Strip footing on geocell reinforced sand beds with additional planar reinforcements
    • doi:10.1016/S0266-1144(01)00022-X
    • Dash, S.K., Rajagopal, K. and Krishnaswamy, N.R. 2001b. Strip footing on geocell reinforced sand beds with additional planar reinforcements. Geotextiles and Geomembranes, 19: 529-538. doi:10.1016/S0266-1144(01)00022-X.
    • (2001) Geotextiles and Geomembranes , vol.19 , pp. 529-538
    • Dash, S.K.1    Rajagopal, K.2    Krishnaswamy, N.R.3
  • 7
    • 0142229460 scopus 로고    scopus 로고
    • Bearing capacity of a circular footing on geocell reinforced sand underlain by soft clay
    • Dash, S.K., Sireesh, S., and Sitharam, T.G. 2003. Bearing capacity of a circular footing on geocell reinforced sand underlain by soft clay. Geotextiles and Geomembranes, 21: 197-219.
    • (2003) Geotextiles and Geomembranes , vol.21 , pp. 197-219
    • Dash, S.K.1    Sireesh, S.2    Sitharam, T.G.3
  • 8
    • 31744437383 scopus 로고    scopus 로고
    • Performance of different geosynthetic reinforcement materials in sand foundations
    • doi:10.1680/ gein.11.1.35.3617
    • Dash, S.K., Rajagopal, K., and Krishnaswamy, N.R. 2004. Performance of different geosynthetic reinforcement materials in sand foundations. Geosynthetics International, 11: 35-42. doi:10.1680/ gein.11.1.35.3617.
    • (2004) Geosynthetics International , vol.11 , pp. 35-42
    • Dash, S.K.1    Rajagopal, K.2    Krishnaswamy, N.R.3
  • 9
    • 0042865684 scopus 로고
    • Embankment construction problems over deep variable soft deposits using a geocell mattress
    • Edited by A. McGown, K.C. Yeo, and K.Z. Andrawes. British Geotechnical Society, Thomas Telford Ltd, London. pp
    • Dean, R., and Lothian, E. 1990. Embankment construction problems over deep variable soft deposits using a geocell mattress. In Performance of reinforced soil structures. Edited by A. McGown, K.C. Yeo, and K.Z. Andrawes. British Geotechnical Society, Thomas Telford Ltd., London. pp. 443-447.
    • (1990) Performance of reinforced soil structures , pp. 443-447
    • Dean, R.1    Lothian, E.2
  • 11
    • 84930135084 scopus 로고
    • The effect of rubber membranes on the measured triaxial compression strength of clay samples
    • Henkel, D.J., and Gilbert, G.C. 1952. The effect of rubber membranes on the measured triaxial compression strength of clay samples. Géotechnique, 3: 20-29.
    • (1952) Géotechnique , vol.3 , pp. 20-29
    • Henkel, D.J.1    Gilbert, G.C.2
  • 12
    • 36148964326 scopus 로고    scopus 로고
    • Jenner, C.G., Bush, D.I., and Bassett, R.H. 1988. The use of slip line fields to assess the improvement in bearing capacity of soft ground given by a cellular foundation mattress installed at the base of an embankment. In Proceedings of the International Geotechnical Symposium on Theory and Practice of Earth Reinforcement, Fukuoka, Kyushu, Japan, October 1988. Edited by T.?Yamanouchi, N. Miura, and H. Ochiai. A.A. Balkema, Rotterdam. pp. 209-214.
    • Jenner, C.G., Bush, D.I., and Bassett, R.H. 1988. The use of slip line fields to assess the improvement in bearing capacity of soft ground given by a cellular foundation mattress installed at the base of an embankment. In Proceedings of the International Geotechnical Symposium on Theory and Practice of Earth Reinforcement, Fukuoka, Kyushu, Japan, October 1988. Edited by T.?Yamanouchi, N. Miura, and H. Ochiai. A.A. Balkema, Rotterdam. pp. 209-214.
  • 14
    • 36149000506 scopus 로고    scopus 로고
    • Madhavi Latha, G. 2000. Investigations on the behaviour of geocell supported embankments. Ph.D. thesis, Department of Civil Engineering, Indian Institute of Technology Madras, Chermai.
    • Madhavi Latha, G. 2000. Investigations on the behaviour of geocell supported embankments. Ph.D. thesis, Department of Civil Engineering, Indian Institute of Technology Madras, Chermai.
  • 15
    • 33846466534 scopus 로고    scopus 로고
    • Effects of reinforcement form on the behaviour of geosynthetic reinforced sand
    • doi:10.1016/j.geotexmem.2006.09.002
    • Madhavi Latha, G., and Murthy, V.S. 2007. Effects of reinforcement form on the behaviour of geosynthetic reinforced sand. Geotextiles and Geomembranes, 25: 23-32. doi:10.1016/j.geotexmem.2006.09.002.
    • (2007) Geotextiles and Geomembranes , vol.25 , pp. 23-32
    • Madhavi Latha, G.1    Murthy, V.S.2
  • 17
    • 31044443443 scopus 로고    scopus 로고
    • Madhavi Latha, G., Rajagopal, K., and Krishnaswamy, N.R. 2006. Experimental and theoretical investigations on geocell-supported embankments. International Journal of Geomechanics, 6: 30-35. doi:10.1061/(ASCE)1532-3641(2006)6:1(30).
    • Madhavi Latha, G., Rajagopal, K., and Krishnaswamy, N.R. 2006. Experimental and theoretical investigations on geocell-supported embankments. International Journal of Geomechanics, 6: 30-35. doi:10.1061/(ASCE)1532-3641(2006)6:1(30).
  • 18
    • 0016102164 scopus 로고
    • On numerically accurate finite element solutions in the fully plastic range
    • doi:10.1016/0045-7825(74)90032-2
    • Nagtegaal, J.C., Parks, D.M., and Rice, J.R. 1974. On numerically accurate finite element solutions in the fully plastic range. Computer Methods in Applied Mechanics and Engineering, 4: 153-177. doi:10.1016/0045-7825(74)90032-2.
    • (1974) Computer Methods in Applied Mechanics and Engineering , vol.4 , pp. 153-177
    • Nagtegaal, J.C.1    Parks, D.M.2    Rice, J.R.3
  • 20
    • 0033153119 scopus 로고    scopus 로고
    • Behavior of sand confined in single and multiple geocells
    • doi:10.1016/S0266-1144(98)00034-X
    • Rajagopal, K., Krishnaswamy, N.R., and Madhavi Latha, G. 1999. Behavior of sand confined in single and multiple geocells. Geotextiles and Geomembranes, 17: 171-184. doi:10.1016/S0266-1144(98)00034-X.
    • (1999) Geotextiles and Geomembranes , vol.17 , pp. 171-184
    • Rajagopal, K.1    Krishnaswamy, N.R.2    Madhavi Latha, G.3
  • 22
    • 0023566522 scopus 로고    scopus 로고
    • Stabilization of very soft soils using high strength geosynthetics: The role of finite element analyses
    • doi:10.1016/ 0266-1144(87)90057-4
    • Rowe, R.K., and Soderman, K.L. 1997. Stabilization of very soft soils using high strength geosynthetics: the role of finite element analyses. Geotextiles and Geomembranes, 6: 53-80. doi:10.1016/ 0266-1144(87)90057-4.
    • (1997) Geotextiles and Geomembranes , vol.6 , pp. 53-80
    • Rowe, R.K.1    Soderman, K.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.