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Obtaining the resistance of plastic frozen ground under pile driving by Jacking

  • Construction on Permafrost
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Soil Mechanics and Foundation Engineering Aims and scope

A method for calculation of frozen soil resistance during pile sinking by jacking is suggested. The design parameters are determined on the basis of the method of spherical stamp indentation; frozen saline silt and clay at temperatures close to freezing of the pore solution are tested.

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References

  1. V. E. Konash, Pile Foundations Subject to Insular Spread of Permafrost [in Russian], Stroiizdat, Leningrad (1977).

    Google Scholar 

  2. Myska, A.D., How., G.T.S., et all. Installation of pile foundations for a microwave tower system, Gillam-Churchill, MAN. Proc. of the III Intern. Conf. on Permafrost, July 10-13, 1978, Edmonton, Alberta, Canada, pp. 826–832.

  3. Yu. O. Targulyan and V. M. Bashirov, "Characteristics of the driving of steel-tube piles in the permafrost of the Tyumen' Oblast," Osn., Fundam. Mekh. Gruntov, No. 3 (1987).

  4. V. I. Aksenov, Saline Permafrost of the Arctic Coast as Beds for Structures [in Russian], Izdalel'stvo "Vse o mire stroitel'stva," Moscow (2008).

  5. D. I. Fedorovich and Yu. O. Targulin, "Characteristics of pile installation on the Alaska oil pipeline," Osn., Fundam. Mekh. Gruntov, No. 5. (1991).

  6. Yu. O. Targulyan, D. I. Fedorovich, and M. F. Neklyudov, "Refinement of methods for installation of pile foundations on permafrost," Osn., Fundam. Mekh. Gruntov, No. 4. (1994).

  7. S. S. Vyalov, Rheologic Properties and Bearing Capacity of Frozen Soils [in Russian], Akademizdat, Moscow (1959).

    Google Scholar 

  8. V. N. Eroshenko, "Experimental installation of floating piles in a section of Vorkuta with deeply embedded permafrost," Osn., Fundam. Mekh. Gruntov, No. 3. (1965).

  9. S. S. Vylov and Yu. O. Targulyan, "Opening of holes and sinking of piles in permafrost," Osn., Fundam. Mekh. Gruntov, No. 2. (1968).

  10. Johnston, G.H., 1963. "Pile construction in Permafrost", International Permafrost Conf., National Academy of Science, Washington D.C.

  11. Crory, F.E., 1973. Installation of Driven Test Piles in Permafrost at Bethel Air Force Station. Alaska. Cold Regions Research and Engineering Laboratory. Hanover. New Hampshire.

  12. Rooney, J.W., Nottingham, D. and Davison, B.E., 1976. Driven H-Pile Foundations in Frozen Sands and Gravels, Presented at the Second International Symposium on Cold Regions Engineering, University of Alaska.

  13. Bendz, J., 1977. Permafrost problems beaten in pile driving research. West. Constr. 52(11): 16, 18, 34, 35.

    Google Scholar 

  14. Davison, Â. E., J. W. Roney, and D.E. Bruggers., 1978. Design variables influencing piles driven in permafrost. In Proc. Conf. on Applied Techniques for Cold Environments, Anchorage, Alaska. New York: ASCE, pp. 307–18.

  15. DiPasquale, L., S. Gerlek, and A. Phukan., 1983. Design and constraction of pile foundations in the Yukon-Kuskokwim Delta, Alaska. In Proc. 4th Int. Conf. on Premafrost, Fairbanks, Alaska. Washington, D.C.: National Academy Press, pp. 232–37.

  16. Tomas, H., and Mobley K. "Special Pile Foundation for a Coastal Permafrost Site", Cold regions engineering: proceedings of the fourth international conference, Anchorage, Alaska, February 24-26, 1986, pp. 1–9.

  17. Merrill K.S., P.E., and Riker R.E., P.E. Comparison of Static and Dynamic Test Results for Driven Steel Pipe Piles in Highly Saline Permafrost. Proceedings of the Eighth International Conference on Cold Regions Engineering. University of Alaska, Fairbanks. Fairbanks, Alaska. August 12–16, 1996.

  18. Phukan A. Driven piles in warm permafrost, Proceedings of The 7th International Permafrost Conf., Yellowknife, Canada. Washington, D.C.: National Academy Press, pp. 891–895.

  19. G. F. Novozhilov, Defect-free Driving of Piles in Thawed Soils and Permafrost [in Russian], Stroiizdat, Leningrad (1987).

    Google Scholar 

  20. V. N. Eroshenko, Pile Foundations in Plastically Frozen Soil (Design, Installation and Testing of Piles) [in Russian], Stroiizdat, Leningrad (1972).

    Google Scholar 

  21. Yu. N. Goncharov, Tu. O. Targulin, and S. Kh. Vartanov, Pile Operations in Permafrost [in Russian], Stroiizdat, Leningrad (1980).

    Google Scholar 

  22. Weaver J.S. Pile foundations in permafrost. Edmonton: University of Alberta, Dept. of Civil Engineering, 1979; xviii, 225p., ill.; 28 cm.

  23. Crory, F.E., 1982. Piling in Frozen Ground. J. of Tech. Councils, Amer. Soc. Civil Eng., 108 (TC1), 112–124.

  24. Nottingham D. and Christopherson A.B. Design criteria for driven piles in permafrost, 1983. Weaver J.S. Pile foundations in permafrost. Edmonton: University of Alberta, Dept. of Civil Engineering, 1979; xviii, 225p., ill.; 28 cm.

  25. A. N. Zelenin ey al., Machinery for Earthwork [in Russian], Mashgiz, Moscow (1975).

  26. Construction Rule and Regulation 2.02.04-88. Beds and Foundations on Permafrost [in Russian].

  27. V. I. Aksenov and S. G. Gevorkyan, "Stress-strain state formed in a mass of plastically frozen soil subject to a precast pile sunk in a predrilled hole," Osn., Fundam. Mekh. Gruntov, No. 4 (2007).

  28. S. P. Timoshenko and J. Guder, Elasticity Theory [in Russian], Moscow (1975).

  29. L. T. Roman, Frozen-Soil Mechanics [in Russian], MAIK "Nauka/Interperiodika," Moscow (2002).

  30. N. A. Tsytovich, Determination of the cohesive forces frozen soils by the cone-penetration method, Funded by the Institute of Frozen-Soil Science, Academy of Sciences of the USSR (1947).

  31. A. Yu. Ishlinskii, Axisymmetric problem of plasticity and the Brinnel test, Applied Mathematics and Mechanics [in Russian], Vol. 8, No. 3 Izdatel'stvo Akademii Nauk SSSR, Moscow-Leningad (1944), pp. 201–224.

  32. S. S. Vyalov nd A. N. Otsenka, "Estimation of the bearing capacity of cohesive soils based on impression of spherical plate," Dokl. Akad. Nauk USSR, 3, No. 6, 1193–1196 (1956).

    Google Scholar 

  33. N. A. Tsytovich, Mechanics of Frozen Soils [in Russian], Vysshaya Shkola, Moscow (1973).

    Google Scholar 

  34. L. T. Roman and E. G. Veretekhina, "Determination of the deformation characteristics of frozen soils by the impression of a spherical plate," Osn., Fundam. Mekh. Gruntov, No. 2 (2004).

  35. A. O. Sinitsyn and S. Løset, "Estimation of the equivalent cohesion of a frozen saline sandy loam at temperatute close to the initial freezing temperature," Osn., Fundam. Mekh. Gruntov, No. 2 (2010).

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Published in Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 27-31, March-April, 2011.

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Sinitsyn, A.O., Loset, S. Obtaining the resistance of plastic frozen ground under pile driving by Jacking. Soil Mech Found Eng 48, 79–85 (2011). https://doi.org/10.1007/s11204-011-9133-9

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