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Volumn , Issue 1374, 2000, Pages 29-47

CS4: A large strain consolidation model for accreting soil layers

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIBILITY OF SOLIDS; CONSOLIDATION; HYDRAULIC CONDUCTIVITY; MATHEMATICAL MODELS; PIECEWISE LINEAR TECHNIQUES; SETTLEMENT OF STRUCTURES; STRAIN;

EID: 0033896586     PISSN: 10403094     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp14357s     Document Type: Conference Paper
Times cited : (29)

References (28)
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    • Been, K.1    Sills, G.C.2
  • 6
    • 0032737641 scopus 로고    scopus 로고
    • Solution charts for finite strain consolidation of normally consolidated clays
    • in press
    • Fox, P. J., 1999, "Solution Charts for Finite Strain Consolidation of Normally Consolidated Clays," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 10, in press.
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    • Fox, P.J.1
  • 8
    • 0000316468 scopus 로고
    • The progress of consolidation in a clay layer increasing in thickness with time
    • Gibson, R. E., 1958, "The Progress of Consolidation in a Clay Layer Increasing in Thickness with Time," Geotechnique, Vol. 8, No. 4, pp. 171-182.
    • (1958) Geotechnique , vol.8 , Issue.4 , pp. 171-182
    • Gibson, R.E.1
  • 9
    • 0024011587 scopus 로고
    • Permeability and compressibility of slurries from seepage-induced consolidation
    • Huerta, A., Kriegsmann, G. A., and Krizek, R. J., 1988, "Permeability and Compressibility of Slurries from Seepage-Induced Consolidation," Journal of Geotechnical Engineering, Vol. 114, No. 5, pp. 614-627.
    • (1988) Journal of Geotechnical Engineering , vol.114 , Issue.5 , pp. 614-627
    • Huerta, A.1    Kriegsmann, G.A.2    Krizek, R.J.3
  • 10
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    • Imai, G., 1979, "Development of a New Consolidation Test Procedure Using Seepage Force," Soils and Foundations, Vol. 19, No. 3, pp. 45-60.
    • (1979) Soils and Foundations , vol.19 , Issue.3 , pp. 45-60
    • Imai, G.1
  • 11
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    • Experimental studies on sedimentation mechanism and sediment formation of clay minerals
    • Imai, G., 1981, "Experimental Studies on Sedimentation Mechanism and Sediment Formation of Clay Minerals," Soils and Foundations, Vol. 21, No. 1, pp. 7-20.
    • (1981) Soils and Foundations , vol.21 , Issue.1 , pp. 7-20
    • Imai, G.1
  • 12
    • 0020336208 scopus 로고
    • On the consolidation of sedimenting clays
    • Koppula, S. D. and Morgenstern, N. R., 1982, "On the Consolidation of Sedimenting Clays," Canadian Geotechnical Journal, Vol. 19, No. 3, pp. 260-268.
    • (1982) Canadian Geotechnical Journal , vol.19 , Issue.3 , pp. 260-268
    • Koppula, S.D.1    Morgenstern, N.R.2
  • 14
  • 15
    • 0016996311 scopus 로고
    • One-dimensional mathematical model for large-strain consolidation
    • Monte, J. L. and Krizek, R. J., 1976, "One-Dimensional Mathematical Model for Large-Strain Consolidation," Geotechnique, Vol. 26, No. 3, pp. 495-510.
    • (1976) Geotechnique , vol.26 , Issue.3 , pp. 495-510
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  • 16
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    • Effects of consolidation on permeability measurements for soft clay
    • Pane, V., Croce, P., Znidarcic, D., Ko, H.-Y., Olsen, H. W., and Schiffman, R. L., 1983, "Effects of Consolidation on Permeability Measurements for Soft Clay," Geotechnique, Vol. 33, No. 1, pp. 67-72.
    • (1983) Geotechnique , vol.33 , Issue.1 , pp. 67-72
    • Pane, V.1    Croce, P.2    Znidarcic, D.3    Ko, H.-Y.4    Olsen, H.W.5    Schiffman, R.L.6
  • 18
    • 0021586356 scopus 로고
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    • Schiffman, R. L., Pane, V., and Gibson, R. E., 1984, "The Theory of One-Dimensional Consolidation of Saturated Clays. IV. An Overview of Nonlinear Finite Strain Sedimentation and Consolidation," Proceedings, Symposium on Sedimentation/ Consolidation Models: Prediction and Validation, R. N. Yong and F. C. Townsend, Eds., San Francisco, ASCE, pp. 1-29.
    • (1984) Proceedings, Symposium on Sedimentation/ Consolidation Models: Prediction and Validation , pp. 1-29
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  • 25
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    • Townsend, F.C.1    McVay, M.C.2
  • 28
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    • Znidarcic, D., Schiffman, R. L., Pane, V., Croce, P., Ko, H.-Y., and Olsen, H. W., 1986, "The Theory of One-Dimensional Consolidation of Saturated Clays: Part V, Constant Rate of Deformation Testing and Analysis," Geotechnique, Vol. 36, No. 2, pp. 227-237.
    • (1986) Geotechnique , vol.36 , Issue.2 , pp. 227-237
    • Znidarcic, D.1    Schiffman, R.L.2    Pane, V.3    Croce, P.4    Ko, H.-Y.5    Olsen, H.W.6


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.