Test results are presented for various types of soils subject to shear when frozen to the surface of materials used for the construction of oil and gas pipelines. The role of various factors in the formation of the cryogenic structure of the surface of freezing, and its effect on the development of adhesion between soils and materials is indicated.
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References
Laboratory Methods of Frozen-Soil Investigation [in Russian], edited by E D. Ershov, Izdatel’stvo Moskovskogo Gosudarstvennogo Universiteta, Moscow (1985).
G. P. Mazurov, Physico-Mechanical Properties of Frozen Soils [in Russian], Stroiizdat, Leningrad (1975).
B. A. Savel’ev, Methods of Frozen-Soil and Ice Investigation [in Russian], Nedra, Moscow (1985).
GOST 24586-90. Soils. Methods for Laboratory Determination of Strength and Deformability Characteristics of Frozen Soils [in Russian].
A. V. Sadovskii, “Determination of the strength of soil frozen to concrete by the plane-shear method,” Tr. Nauchno-Issled. Inst. Osn., No. 3, 70–79 (1967).
A. V. Sadovskii, Strength of soils frozen to foundation materials, Materials Presented at the Second International Conference on Geocryology [in Russian], No. 7, Yakutsk (1973), pp. 210–214.
I. B. Sevel’ev, Bond strength in frozen soils as a function of contact-ice structure and unfrozen water, Author’s abstract of dissertation for Candidate of Technical Sciences, Moscow (1974).
G. L. Prazdnikova, “Formation of the contact zone between a soil and foundation surface,” Tr. Nauchno-Issled. Inst. Osn. Podzem. Sooruzh., No. 64, 115–124 (1974).
G. L. Prazdnikova, “Investigation of the contact zone of freezing between a soil and the surface a foundation,” Tr. Nauchno-Issled. Inst. Osn. Podzem. Sooruzh., No. 77, 138–143 (1982).
M. S. Vorob’ev, “Factors responsible for the shear strength of soils frozen to the lateral surface of a pile,” Tr. Polyar. Nauchno-Issled. Inst. Stroit., 24, 24–31 (1973).
S. S. Volokhov, “Effect of the surface roughness of foundation materials on their strength when frozen to soil under various conditions,” Geoekol. Inzh. Geol. Gidrogeol. Geokriol., No. 3, 76–81 (1993).
S. S. Volokhov, “Role of the contact zone between frozen soils and foundations in the development of freezing strength,” Osn., Fundam. Mekh. Gruntov, No. 4, 26–30 (1997).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 25–28, September–October, 2010.
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Volokhov, S.S., Solov’eva, N.V. Strength of soils frozen to pipeline materials. Soil Mech Found Eng 47, 197–201 (2010). https://doi.org/10.1007/s11204-010-9109-1
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DOI: https://doi.org/10.1007/s11204-010-9109-1