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Volumn 41, Issue 5, 2001, Pages 1-13

Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays: A numerical case study

Author keywords

Consolidation; Creep; Finite difference analysis; Preloading; Reclamation; Soft clay; Surcharge; Vertical drains (IGC: D5 E13)

Indexed keywords


EID: 24044451967     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.5_1     Document Type: Article
Times cited : (22)

References (47)
  • 1
    • 0001073416 scopus 로고
    • Observational procedure of settlement predictions
    • Asaoka, A. (1978): Observational procedure of settlement predictions, Soils and Foundations, 18 (4), 87-101.
    • (1978) Soils and Foundations , vol.18 , Issue.4 , pp. 87-101
    • Asaoka, A.1
  • 2
    • 0000580640 scopus 로고
    • Consolidation of fine-grained soils by Drain Wells
    • Barron, R. A. (1948): Consolidation of fine-grained soils by Drain Wells, Trans. ASCE, 113, 718-754.
    • (1948) Trans. ASCE , vol.113 , pp. 718-754
    • Barron, R.A.1
  • 3
    • 0001935993 scopus 로고
    • Engineering geology of Norwegian normallyconsolidated clays, Seventh Rankine Lecture
    • Bjerrum, L. (1967): Engineering geology of Norwegian normallyconsolidated clays, Seventh Rankine Lecture, Géotechnique, 17 (2), 81-118.
    • (1967) Géotechnique , vol.17 , Issue.2 , pp. 81-118
    • Bjerrum, L.1
  • 5
    • 0018712811 scopus 로고
    • A natural compression law for soils (an advance on e-log p′)
    • Butterfield, R. (1979): A natural compression law for soils (an advance on e-log p′), Géotechnique, 29 (4), 469-480.
    • (1979) Géotechnique , vol.29 , Issue.4 , pp. 469-480
    • Butterfield, R.1
  • 6
    • 0027008913 scopus 로고
    • The formulation of virgin compression in soils
    • Den Haan, E. J. (1992): The formulation of virgin compression in soils, Géotechnique, 42 (3), 465-484.
    • (1992) Géotechnique , vol.42 , Issue.3 , pp. 465-484
    • Den Haan, E.J.1
  • 7
    • 0029668969 scopus 로고    scopus 로고
    • A compression model for non-brittle soft clays and peat
    • Den Haan, E. J. (1996): A compression model for non-brittle soft clays and peat, Géotechnique, 46 (1), 1-16.
    • (1996) Géotechnique , vol.46 , Issue.1 , pp. 1-16
    • Den Haan, E.J.1
  • 8
    • 85025018664 scopus 로고
    • Consolidation of soils exhibiting creep under constant effective stress
    • Garlanger, J. E. (1972): Consolidation of soils exhibiting creep under constant effective stress, Géotechnique, 22 (1), 71-78.
    • (1972) Géotechnique , vol.22 , Issue.1 , pp. 71-78
    • Garlanger, J.E.1
  • 9
    • 0007745635 scopus 로고
    • Bothkennar soft clay test site: Characterisation and lessons learned, Symp. in Print
    • Géotechnique
    • Géotechnique (1992): Bothkennar soft clay test site: characterisation and lessons learned, Symp. in Print, Géotechnique, 42 (2), 161-378.
    • (1992) Géotechnique , vol.42 , Issue.2 , pp. 161-378
  • 10
    • 0019677788 scopus 로고
    • Consolidation of fine-grained soils by prefabricated drains
    • Hansbo, S. (1981): Consolidation of fine-grained soils by prefabricated drains, Proc. 10th Int. Conf. on SMFE, Stockholm., 3, 677-682.
    • (1981) Proc. 10th Int. Conf. on SMFE, Stockholm , vol.3 , pp. 677-682
    • Hansbo, S.1
  • 11
    • 0027007902 scopus 로고
    • Characterisation of the Bothkennar clay: An overview
    • Hight, D. W., Bond, A. J. and Legge, J. D. (1992): Characterisation of the Bothkennar clay: an overview, Géotechnique, 42 (2), 303-348.
    • (1992) Géotechnique , vol.42 , Issue.2 , pp. 303-348
    • Hight, D.W.1    Bond, A.J.2    Legge, J.D.3
  • 13
    • 0021594386 scopus 로고
    • Precompression and speeding up consolidation, General Report to Spec. Session 6
    • Jamiolkowski, M., Lancellotta, R. and Wolski, W. (1983): Precompression and speeding up consolidation, General Report to Spec. Session 6, 8th Eur. Conf. on SMFE, Helsinki, 3, 1201-1226.
    • (1983) 8th Eur. Conf. on SMFE, Helsinki , vol.3 , pp. 1201-1226
    • Jamiolkowski, M.1    Lancellotta, R.2    Wolski, W.3
  • 14
    • 0000729658 scopus 로고
    • Precompression for improving foundation soils
    • Johnson, S. J. (1970): Precompression for improving foundation soils, J. Soil Mech. and Found. Div., ASCE, 96 (SM1), 111-144.
    • (1970) J. Soil Mech. and Found. Div., ASCE , vol.96 , Issue.SM1 , pp. 111-144
    • Johnson, S.J.1
  • 15
    • 0001469154 scopus 로고
    • Consolidation of natural clays and laboratory testing
    • eds. by Yong, R. N. and Townsend, F. C., ASTM STP 892
    • Kabbaj, M., Oka, F., Leroueil, S., and Tavenas, F. (1986): Consolidation of natural clays and laboratory testing, In Consolidation of Soils: Testing and Evaluation, (eds. by Yong, R. N. and Townsend, F. C.), ASTM STP 892, 71-103.
    • (1986) Consolidation of Soils: Testing and Evaluation , pp. 71-103
    • Kabbaj, M.1    Oka, F.2    Leroueil, S.3    Tavenas, F.4
  • 18
    • 0024165103 scopus 로고
    • Recent developments in consolidation of natural clays, 10th Can. Geotech. Colloquium
    • Leroueil, S. (1988): Recent developments in consolidation of natural clays, 10th Can. Geotech. Colloquium. Can. Geotech. J., 25 (1), 85-107.
    • (1988) Can. Geotech. J. , vol.25 , Issue.1 , pp. 85-107
    • Leroueil, S.1
  • 19
    • 0003130366 scopus 로고
    • Etude numérique de la consolidation unidimensionnelle en tenant compte des variations de la perméabilité et de la compressibilité du sol, du fluage et de la non-saturation
    • Magnan, J.-P., Baghery, S., Brucy, M. and Tavenas, F. (1979): Etude numérique de la consolidation unidimensionnelle en tenant compte des variations de la perméabilité et de la compressibilité du sol, du fluage et de la non-saturation, Bulletin de Liaison des Laboratoires des Ponts et Chaussées, 103, 83-94.
    • (1979) Bulletin de Liaison des Laboratoires des Ponts et Chaussées , vol.103 , pp. 83-94
    • Magnan, J.-P.1    Baghery, S.2    Brucy, M.3    Tavenas, F.4
  • 20
    • 0022248737 scopus 로고
    • The uniqueness of the end-of-primary (EOF) void ratio-effective stress relationship
    • Mesri, G. and Choi, Y. K. (1985a): The uniqueness of the end-of-primary (EOF) void ratio-effective stress relationship, Proc. 11th Int. Conf. on SMFE, San Francisco, 2, 587-590.
    • (1985) Proc. 11th Int. Conf. on SMFE, San Francisco , vol.2 , pp. 587-590
    • Mesri, G.1    Choi, Y.K.2
  • 21
    • 0021855958 scopus 로고
    • Settlement analysis of embankments on soft clays
    • Mesri, G. and Choi, Y. K. (1985b): Settlement analysis of embankments on soft clays, J. Geotech. Engrg., ASCE, 111 (GT4), 441-464.
    • (1985) J. Geotech. Engrg., ASCE , vol.111 , Issue.GT4 , pp. 441-464
    • Mesri, G.1    Choi, Y.K.2
  • 22
    • 0017494335 scopus 로고
    • Time- And Stress-compressibility interrelationship
    • Mesri, G. and Godlewski, P. M. (1977): Time- and Stress-compressibility interrelationship, J. Geotech. Engrg., ASCE, 103 (GT5), 417-429.
    • (1977) J. Geotech. Engrg., ASCE , vol.103 , Issue.GT5 , pp. 417-429
    • Mesri, G.1    Godlewski, P.M.2
  • 25
    • 0027007906 scopus 로고
    • Initial investigations of the soft clay test bed site at Bothkennar
    • Nash, D. F. T., Powell, J. J. M. and Lloyd, I. M. (1992): Initial investigations of the soft clay test bed site at Bothkennar, Géotechnique, 42 (2), 163-182.
    • (1992) Géotechnique , vol.42 , Issue.2 , pp. 163-182
    • Nash, D.F.T.1    Powell, J.J.M.2    Lloyd, I.M.3
  • 26
    • 0033505361 scopus 로고    scopus 로고
    • Modelling the effects of surcharge to reduce long term settlement of an embankment on soft alluvium
    • Geotech. Engrg. for Transportation Infrastructure, (eds. Barends et al.)
    • Nash, D. F. T. and Ryde, S. J. (1999): Modelling the effects of surcharge to reduce long term settlement of an embankment on soft alluvium, In Geotech. Engrg. for Transportation Infrastructure, (eds. Barends et al.) Proc. 12th Eur. Conf. on SMGE, Amsterdam, 3, 1555-1561.
    • (1999) Proc. 12th Eur. Conf. on SMGE, Amsterdam , vol.3 , pp. 1555-1561
    • Nash, D.F.T.1    Ryde, S.J.2
  • 27
    • 2142809296 scopus 로고    scopus 로고
    • Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays
    • Yokohama Sep. 2000
    • Nash, D. F. T. and Ryde, S. J. (2000): Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays, Int. Symp. on Coastal Geotech. Engrg. in Practice, Yokohama Sep. 2000, 483-488.
    • (2000) Int. Symp. on Coastal Geotech. Engrg. in Practice , pp. 483-488
    • Nash, D.F.T.1    Ryde, S.J.2
  • 28
    • 0035312168 scopus 로고    scopus 로고
    • Modelling the consolidation of compressible soils subject to creep around vertical drains
    • Nash, D. F. T. and Ryde, S. J. (2001): Modelling the consolidation of compressible soils subject to creep around vertical drains, Géotechnique, 51 (4), 257-273.
    • (2001) Géotechnique , vol.51 , Issue.4 , pp. 257-273
    • Nash, D.F.T.1    Ryde, S.J.2
  • 29
    • 0027007901 scopus 로고
    • One-dimensional consolidation testing of soft clay from Bothkennar
    • Nash, D. F. T., Sills, G. C. and Davison, L. R. (1992): One-dimensional consolidation testing of soft clay from Bothkennar, Géotechnique, 42 (2), 241-256.
    • (1992) Géotechnique , vol.42 , Issue.2 , pp. 241-256
    • Nash, D.F.T.1    Sills, G.C.2    Davison, L.R.3
  • 30
    • 0018287005 scopus 로고
    • One-dimensional consolidation problems
    • Olsen, R. E. and Ladd, C. C. (1974): One-dimensional consolidation problems, J. Geotech. Engrg., ASCE, 105 (GT1), 11-30.
    • (1974) J. Geotech. Engrg., ASCE , vol.105 , Issue.GT1 , pp. 11-30
    • Olsen, R.E.1    Ladd, C.C.2
  • 32
    • 0024072082 scopus 로고
    • Consolidation of multi-layered anisotropic soils by vertical drains with well resistance
    • Onoue, A. (1988): Consolidation of multi-layered anisotropic soils by vertical drains with well resistance, Soils and Foundations, 28 (3), 75-90.
    • (1988) Soils and Foundations , vol.28 , Issue.3 , pp. 75-90
    • Onoue, A.1
  • 34
    • 0000480219 scopus 로고
    • Review of the theories for sand drains
    • Richart, F. E. (1959): Review of the theories for sand drains, Trans. ASCE, 124, 709-739.
    • (1959) Trans. ASCE , vol.124 , pp. 709-739
    • Richart, F.E.1
  • 36
    • 0000405447 scopus 로고
    • The analysis of the consolidation process by the isotache method
    • Suklje, L. (1957): The analysis of the consolidation process by the isotache method, Proc. 4th Int. Conf. on SMFE, 1, 200-206.
    • (1957) Proc. 4th Int. Conf. on SMFE , vol.1 , pp. 200-206
    • Suklje, L.1
  • 37
    • 3142742311 scopus 로고
    • Validation of hyperbolic method for settlements in clay with vertical drains
    • Tan, S. A. (1995): Validation of hyperbolic method for settlements in clay with vertical drains, Soils and Foundations, 35 (1), 101-113.
    • (1995) Soils and Foundations , vol.35 , Issue.1 , pp. 101-113
    • Tan, S.A.1
  • 38
    • 0002277257 scopus 로고    scopus 로고
    • Comparison of the hyperbolic and Asaoka observational methods of monitoring consolidation with vertical drains
    • Tan, S. A. and Chew, S.-H. (1996): Comparison of the hyperbolic and Asaoka observational methods of monitoring consolidation with vertical drains, Soils and Foundations, 36 (3), 31-42.
    • (1996) Soils and Foundations , vol.36 , Issue.3 , pp. 31-42
    • Tan, S.A.1    Chew, S.-H.2
  • 40
    • 0020969861 scopus 로고
    • The permeability of natural soft clays. Part II: Permeability characteristics
    • Tavenas, F., Leblond, P., Jean, P. and Leroueil, S. (1983): The permeability of natural soft clays. Part II: Permeability characteristics, Can. Geotech. J., 20 (4), 645-660.
    • (1983) Can. Geotech. J. , vol.20 , Issue.4 , pp. 645-660
    • Tavenas, F.1    Leblond, P.2    Jean, P.3    Leroueil, S.4
  • 42
    • 85163214680 scopus 로고
    • A theory of clay consolidation accounting for secondary compression
    • Taylor, D. W. and Merchant, W. (1940): A theory of clay consolidation accounting for secondary compression, Journ. Math. Phys., 19 (3), 167-185.
    • (1940) Journ. Math. Phys. , vol.19 , Issue.3 , pp. 167-185
    • Taylor, D.W.1    Merchant, W.2
  • 43
    • 0003430263 scopus 로고
    • Chapman and Hall, London and Wiley, New York
    • Terzaghi, K. (1943): Theoretical Soil Mechanics, Chapman and Hall, London and Wiley, New York.
    • (1943) Theoretical Soil Mechanics
    • Terzaghi, K.1
  • 44
    • 0032760346 scopus 로고    scopus 로고
    • Non-linear creep of soils in oedometer tests
    • Yin, J.-H. (1999): Non-linear creep of soils in oedometer tests, Géotechnique, 49 (5), 699-707.
    • (1999) Géotechnique , vol.49 , Issue.5 , pp. 699-707
    • Yin, J.-H.1
  • 45
    • 0024476186 scopus 로고
    • Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour
    • Yin, J.-H. and Graham, J. (1989): Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour, Can. Geotech. J., 26(2), 199-209.
    • (1989) Can. Geotech. J. , vol.26 , Issue.2 , pp. 199-209
    • Yin, J.-H.1    Graham, J.2
  • 46
    • 0028195340 scopus 로고
    • Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays
    • Yin, J.-H. and Graham, J. (1994): Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays, Can. Geotech. J., 31 (1), 42-52.
    • (1994) Can. Geotech. J. , vol.31 , Issue.1 , pp. 42-52
    • Yin, J.-H.1    Graham, J.2
  • 47
    • 0030237175 scopus 로고    scopus 로고
    • Elastic visco-plastic modelling of one-dimensional consolidation
    • Yin, J.-H. and Graham, J. (1996): Elastic visco-plastic modelling of one-dimensional consolidation, Géotechnique, 46 (3), 515-527.
    • (1996) Géotechnique , vol.46 , Issue.3 , pp. 515-527
    • Yin, J.-H.1    Graham, J.2


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