TECHNICAL PAPERS
Feb 1, 1995

FEM Assessment of Large-Strain Thaw Consolidation

Publication: Journal of Geotechnical Engineering
Volume 121, Issue 2

Abstract

Finite-element simulations using a large-strain thaw-consolidation model, formulated by the writers, are presented and compared with the data obtained from a warm-oil test pipeline at Inuvik, Northwest Territory, Canada. Nondimensional design charts generated by the method are used to predict thaw-consolidation settlements. A good agreement is found between observed and predicted settlement values giving encouragement for future thaw-settlement predictions, based on finite-element-generated nondimensional charts.

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References

1.
Cargill, K. W.(1984). “Predictions of consolidation of very soft soil.”J. Geotech. Engrg., ASCE, 110(6), 775–795.
2.
Chamberlain, E. J., and Gow, A. J.(1979). “Effect of freezing and thawing on the permeability and structure of soils.”Engrg. Geology, 13(1), 73–92.
3.
Chamberlain, E. J.(1981). “Overconsolidation effects of ground freezing.”Engrg. Geology, 18(1), 97–110.
4.
Foriero, A., and Ladanyi, B.(1990). “Finite element simulation of behaviour of laterally loaded piles in permafrost.”J. Geotech. Engrg., ASCE, 116(2), 266–284.
5.
Foriero, A., and Ladanyi, B. (1991). `'Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements.”Can. Geotech. J., Ottawa, Canada, 28(4), 523–541.
6.
Gibson, R. E., England, L., and Hussey, M. J.(1967). “Theory of one-dimensional consolidation of saturated clays, I. Finite non-linear consolidation of thin homogeneous layers.”Geotechnique, London, Engand, 17(3), 261–273.
7.
Gibson, R. E., Schiffman, R. L., and Cargill, K. W.(1981). “The theory of one-dimensional consolidation of saturated clays. II: Finite non-linear consolidation of thick homogeneous layers.”Can. Geotech. J., Ottawa, Canada, 18(2), 280–293.
8.
McNabb, A.(1960). “A mathematical treatment of one-dimensional soil consolidation.”Quarterly of Appl. Math, 17(3), 337–347.
9.
Monte, J. L., and Krizek, R. J.(1976). “One-dimensional mathematical model for large-strain consolidation.”Geotechnique, London, England, 26(3), 495–510.
10.
Morgenstern, N. R., and Nixon, J. F.(1971). “One-dimensional consolidation of thawing soils.”Can. Geotech. J., Ottawa, Canada, 8(4), 558–565.
11.
Morgenstern, N. R., and Smith, L. B.(1973). “Thaw-consolidation tests on remoulded clays.”Can. Geotech. J., 10(1), 25–40.
12.
Morgenstern, N. R., and Nixon, J. F.(1975). “An anlysis of the performance of a warm-oil pipeline in permafrost, Inuvik, N.W.T.”Can. Geotech. J., Ottawa, Canada, 12(2), 199–208.
13.
Nixon, J. F., and Ladanyi, B. (1978). “Thaw consolidation.”Geotechnical engineering for cold regions, O. B. Andersland, and D. M. Anderson, eds., McGraw-Hill Book Co., New York, N.Y., 164–215.
14.
Nixon, J. F., and Morgenstern, N. R.(1973a). “The residual stress in thawing soils.”Can. Geotech. J., 10(4), 571–580.
15.
Nixon, J. F., and Morgenstern, N. R. (1973b). “Practical extensions to a theory of consolidation for thawing soils.”Proc., 2nd Int. Conf. on Permafrost, Yakutsk, USSR, North American Contributions, Nat. Acad. of Sci., Washington, D.C., 369–377.
16.
Nixon, J. F., and Morgenstern, N. R.(1974). “Thaw consolidation tests on undisturbed fine-grained permafrost.”Can. Geotech. J., 11(1), 202–214.
17.
Oden, J. T., and Reddy, J. N. (1976). An introduction to the mathematical theory of finite elements . Wiley-Interscience, New York, N.Y.
18.
Rowley, R. K., Watson, G. H., Auld, R. G., and Wilson, T. M.(1973). “Performance of a 48-in. warm-oil pipeline supported on permafrost.”Can. Geotech. J., Ottawa, Canada, 10(2), 282–303.
19.
Slusarchuk, W. A., Watson, G. H., and Speer, T. L.(1973). “Instrumentation around a warm-oil pipeline buried in permafrost.”Can. Geotech. J., Ottawa, Canada, 10(2), 227–245.
20.
Terzaghi, K. (1923). “Die Berechnung der Durchlässigkeitziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen.”Abt. IIa, Sitzungsberichte des Akademie des Wissenschaften, Vienna, Austria, Vol. 132, 133–148 (in German).
21.
Townsend, F. C., and McVay, M. C.(1990). “SOA: Large strain consolidation predictions.”J. Geotech. Engrg., ASCE, 116(2), 222–243.
22.
Tsytovich, N. A., Zaretskii, Y. K., Grigoreva, V. G., and TerMartirosyan, Z. G.(1965). “Consolidation of thawing soils.”Proc., 6th Int. Conf. on Soil Mech. and Found. Engrg., Univ. of Toronto Press, 1, 390–394.
23.
Watson, G. H., Slusarchuk, W. A., and Rowley, R. K. (1973). “Performance of a warm-oil pipeline buried in permafrost.”Proc., 2nd Int. Conf. on Permafrost, Yakutsk, USSR, North Amarican Contributions, Nat. Acad. of Sci., Washington, D.C., 759–766.
24.
Zienkiewicz, O. C. (1985). The finite element method, 3rd Ed., McGraw-Hill Book Co., (UK) Ltd., Maidenhead, England.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 121Issue 2February 1995
Pages: 126 - 138

History

Published online: Feb 1, 1995
Published in print: Feb 1995

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Authors

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A. Foriero
Post-Doctoral Fellow, Dept. of Civ. Engrg., École Polytechnique, Case Postale 6079, Succ. Centre-Ville, Montréal, Quebec, H3C 3A7 Canada.
B. Ladanyi, Fellow, ASCE
Prof., Dept. of Civ. Engrg., École Polytechnique, Case Postale 6079, Succ. Centre-Ville, Montréal, Quebec, H3C 3A7 Canada.

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