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Three dimensional analysis of large strain thaw consolidation in permafrost

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Abstract

Thaw consolidation of ice-rich permafrost is a typical problem in cold regions engineering. This paper proposes a three dimensional analysis of large strain thaw consolidation for post-thawed zone of permafrost, which is defined by a moving thawing boundary problem with phase changes. The theory is implemented in a numerical code and the numerical results are compared with thaw consolidation tests. For problems with low water contents, the small and large strain methods provide virtually the same results. For problems with high water contents, however, the large strain theory shows a much better performance.

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References

  1. Berilgen SA, Berilgen MM, Ozaydin IK (2006) Compression and permeability relationships in high water content clays. Appl Clay Sci 31:249–261

    Article  Google Scholar 

  2. Biot MA (1973) Non-linear and semi-linear theory of porous solids. J Geophys Res 78:4924–4937

    Article  Google Scholar 

  3. Carslaw HS, Jaeger JC (1947) Calculation of heat in soils. Calarendon Press, Oxford

    Google Scholar 

  4. Carter JP, Small JC, Booker JR (1977) A theory of finite elastic consolidation. Int J Solids Struct 13:467–478

    Article  MATH  Google Scholar 

  5. Cheng GD (2005) A roadbed cooling approach for the construction of Qinghai-Tibet Railway. Cold Reg Sci Technol 42(2):169–176

    Article  Google Scholar 

  6. Chopra MB, Dargush GF (1992) Finite element analysis of time-dependent large-deformation problems. Int J Numer Anal Methods Geomech 16(2):101–130

    Article  MATH  Google Scholar 

  7. Foriero A, Ladanyi B (1995) FEM assessment of large-strain thaw consolidation. J Geotech Eng 121(2):126–138

    Article  Google Scholar 

  8. Gibson RE, England GL, Hussey MJL (1967) The theory of one dimensional consolidation of saturated clays: I. Finite non-linear consolidation of thin homogeneous layers. Geotechnique 17(2):261–273

    Google Scholar 

  9. Gibson RE, Schiffman RL, Cargill KW (1981) The theory of one-dimensional consolidation of saturated clays: II. Finite nonlinear consolidation of thick homogeneous layers. Can Geotech J 18(2):280–293

    Article  Google Scholar 

  10. Itasca (1999) Flac manual: theoretical background. Itasca Consulting Group, Minneapolis

    Google Scholar 

  11. Koemle NI, Huetter ES, Feng WJ (2010) Thermal conductivity measurements of coarse-grained gravel materials using a hollow cylindrical sensor. Acta Geotech 5:211–223

    Article  Google Scholar 

  12. Lachenbruch AH (1970) Some estimates of the thermal effects of a heated pipeline in permafrost. U.S. Geol Surv Circular 632:1–23

    Google Scholar 

  13. Liu Yongzhi Y, Wu Q, Zhang J, Sheng Yu (2002) Deformation of highway roadbed on permafrost regions of the Qinghai-Tibet plateau. J Glaciol Geocryol 24(1):10–15

    Google Scholar 

  14. Liu Z, Yu X (2011) Coupled thermo-hydro-mechanical model for porous materials under frost action: theory and implementation. Acta Geotech 6:51–65

    Article  Google Scholar 

  15. Liu Z, Zhou C (2005) One-dimensional non-linear large deformation consolidation analysis of soft clay foundation by FDM. Acta Science Arum Naturalium Universitatis Sunyatseni 4(3):25–41

    Google Scholar 

  16. Ma W, Cheng G, Wu Q (2009) Construction on permafrost foundations: lessons learned from the Qinghai–Tibet railroad. Cold Reg Sci Technol 59(1):3–11

    Article  Google Scholar 

  17. Mikasa M (1965) Consolidation of soft clay. Jpn Soc Civil Eng, 21–26

  18. Morgenstern NR, Nixon JF (1971) One dimensional consolidation of thawing soils. Can Geotech J 8:558–565

    Article  Google Scholar 

  19. Morris PH (2003) Compressibility and permeability correlations for fine-grained dredged materials. J Waterw Port Coast Ocean Eng (ASCE) 129(4):188–191

    Article  Google Scholar 

  20. Nixon JF, Morgenstern NR (1973) Practical extensions to a theory of consolidation for thawing soils. In: Proceedings of 2nd international Cont. permafrost. Edmonton, Yakutsk, U.S.S.R., pp 369–377

  21. Olson RE (1977) Consolidation under time dependent loading. J Geotech Eng Div (ASCE) 103(GT1):55–60

    Google Scholar 

  22. Pane V, Schiffman RL (1981) A comparison between two theories of finite strain consolidation. Soils Found 21(4):81–84

    Article  Google Scholar 

  23. Schiffiman RL, Cargill KW (1981) Finite consolidation of sedimenting clay deposits. In: Proceedings of of 10th international conference on Soil Mechanics and Foundational Engineering, vol 1, pp 239–242

  24. Waters E (1974) Heat pipes to stabilize piles on elevated Alaska Pipeline sections. Pipeline Oil Gas J 201:46–58

    Google Scholar 

  25. Wu QB, Liu YZ, Zhang JM (2002) A review of recent frozen soil engineering in permafrost regions along Qinghai–Tibet Highway, China. Permafrost Periglacial Process 13(3):199–205

    Article  Google Scholar 

  26. Wu Q, Lu Z, Zhang T, Ma W, Liu Y (2008) Analysis of cooling effect of crushed rock-based embankment of the Qinghai-Xizang Railway. Cold Reg Sci Technol 53(3):271–282

    Article  Google Scholar 

  27. Xie KH, Leo CJ (2004) Analytical solutions of one-dimensional large strain consolidation of saturated and homogeneous clays. Comput Geotech 31:301–314

    Article  Google Scholar 

  28. Xinyu Xie, Xiangrong Zhu, Kanghe Xie, Qiuyuan Pan (1997) New Developments of one-dimensional large strain consolidation theories. Chin J Geotech Eng 19(4):30–38

    Google Scholar 

  29. Xie Y (1998) Large strain consolidation theory and finite element method. China Communications Press, Beijing

    Google Scholar 

  30. Xu X, Wang J, Zhang L (2001) Frozen soil physics. Science Press, Beijing

    Google Scholar 

Download references

Acknowledgments

This work was supported in part by the 100 Young Talents project of the Chinese Academy of Sciences granted to Dr. Jilin Qi and the National Natural Science Foundation of China (No. 41172253 and 40871039). The authors thank Mr. Geoffrey Gay for his kind help in revising the paper.

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Correspondence to Jilin Qi.

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Yao, X., Qi, J. & Wu, W. Three dimensional analysis of large strain thaw consolidation in permafrost. Acta Geotech. 7, 193–202 (2012). https://doi.org/10.1007/s11440-012-0162-y

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