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Volumn , Issue , 2004, Pages 911-921

Old railway embankment clay fill - Laboratory experiments, numerical modelling and field behaviour

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; PLASTICITY; STIFFNESS; STRAIN; STRESSES; VEGETATION;

EID: 32544447270     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (42)

References (17)
  • 3
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    • Burland, J.B.1
  • 4
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    • In situ measurement of horizontal stress in overconsolidated clay using push-in spade shaped pressure cells, Discussion
    • Burland & Maswoswe (1982). In situ measurement of horizontal stress in overconsolidated clay using push-in spade shaped pressure cells, Discussion. Géotechnique, 32, 285-286.
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    • Burland1    Maswoswe2
  • 6
    • 0002026180 scopus 로고
    • A low-cost method of assessing clay desiccation for low-rise buildings
    • May 1992
    • Chandler, R.J., M.S. Crilley & G. Montgomery-Smith (1992). A low-cost method of assessing clay desiccation for low-rise buildings. In Proc. Instn. Civ. Engng May 1992. pp 82-89.
    • (1992) Proc. Instn. Civ. Engng , pp. 82-89
    • Chandler, R.J.1    Crilley, M.S.2    Montgomery-Smith, G.3
  • 8
    • 0032739506 scopus 로고    scopus 로고
    • Depth-dependent permeability in London Clay measured using standpipe piezometer equilibration data
    • Dixon & Bromhead (1999). Depth-dependent permeability in London Clay measured using standpipe piezometer equilibration data. Géotechnique, 49, No. 5, 651-660.
    • (1999) Géotechnique , vol.49 , Issue.5 , pp. 651-660
    • Dixon1    Bromhead2
  • 10
    • 32544445101 scopus 로고    scopus 로고
    • Unpublished Report for London Underground
    • ICON (1997). Pore pressures and Vegetation. Unpublished Report for London Underground.
    • (1997) Pore Pressures and Vegetation
  • 11
    • 32544435857 scopus 로고    scopus 로고
    • LUL Contract E3, report H, Evaluation of embankment stabilisation works
    • Imperial College/GCG (1997): LUL Contract E3, report H, Evaluation of embankment stabilisation works, Finite Element analysis of embankment with tied-back wall.
    • (1997) Finite Element Analysis of Embankment with Tied-back Wall
  • 12
    • 10044273628 scopus 로고    scopus 로고
    • A systematic and cost-effective approach to inspecting, prioritising and upgrading london undergrounds earth structures
    • Value of Geotechnics in Construction
    • McGinnity, B.T., T. Fitch & W.J. Rankin (1998). A Systematic and Cost-Effective approach to inspecting, prioritising and upgrading London Undergrounds Earth Structures. ICE Proceedings of Seminar, "Value of Geotechnics in Construction", p.309 to 332.
    • (1998) ICE Proceedings of Seminar , pp. 309-332
    • McGinnity, B.T.1    Fitch, T.2    Rankin, W.J.3
  • 13
    • 0031439840 scopus 로고    scopus 로고
    • Delayed collapse of slopes in stiff clay
    • Potts, D.M., N. Kovacevic, P.R. Vaughan (1997). Delayed Collapse of Slopes in Stiff Clay. Geotechnique 47(5), 953-982.
    • (1997) Geotechnique , vol.47 , Issue.5 , pp. 953-982
    • Potts, D.M.1    Kovacevic, N.2    Vaughan, P.R.3
  • 14
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    • Swell sensitivity
    • Schmertmann, J. H. (1969). Swell sensitivity. Géotechnique, 19, No. 4, 530-533.
    • (1969) Géotechnique , vol.19 , Issue.4 , pp. 530-533
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  • 15
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    • Horizontal stresses in an overconsolidated Eocene clay
    • Paris 1961
    • th Int. Conf. SMFE, Paris 1961, 1, pp351-357.
    • (1961) th Int. Conf. SMFE , vol.1 , pp. 351-357
    • Skempton, A.W.1
  • 16
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    • Long term stability of clay slopes
    • Skempton, A.W. (1964). Long Term Stability of Clay Slopes. Geotechnique 14, No.2, p77 to 102.
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  • 17
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.