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Effect of Freezing Conditions on the Shear Strength of Soils Frozen Together with Materials

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The relationship between the strength of soils frozen together with materials on the roughness of their surface is analyzed under different temperature conditions. The formation of an ice interlayer at the contact between the frozen soil and material, and its effect on the adfreezing strength are investigated.

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REFERENCES

  1. G. I. Bondarenko and A. V. Sadovskii, “Strength and deformability of frozen soil in contact with rock,” Osn., Fundam. Mekh. Gruntov, No. 3, 22-25 (1975).

    Google Scholar 

  2. Yu. Ya. Velli, V. M. Karpov, and V. N. Ivanov, Results of field and laboratory investigations of the adfreezing forces of frozen soils, Proceedings of the Conference-Seminar on Exchange of Construction Experience Under Severe Climatic Conditions [in Russian], Krasnoyarsk (1966), pp. 1-23.

  3. A. S. Gerasimov and V. V. Dokuchaev, Effect of pile material and resistance to shear offered by frozen soils along this surface, Engineering Permafrostology: Materials Presented at the Third International Conference on Permafrostology [in Russian], Novosibirsk (1979), pp. 74-77.

  4. E. P. Shusherina, A. A. Sharov, V. V. Shneiderova, and A. A. Nikolaev, Dependence of adfreezing shear strength of soils on surface roughness of material, Engineering Permafrostology [in Russian], Nauka, Moscow (1979), pp. 30-39.

    Google Scholar 

  5. GOST 2789-73. Surface Roughness. Parameters And Characteristics [in Russian].

  6. GOST 12248-96. Soils. Methods for Laboratory Determination of Strength And Deformability Characteristics [in Russian].

  7. A. M. Pchelintsev, “Laboratory investigations of the freezing of soil to different foundation surfaces,” Tr. Nauchno-issled. Inst. Osn. Podzem. Sooruzh., No. 64, 136-145 (1974).

  8. I. B. Savel'ev, Strength of bonds in frozen soils as function of structure of contact ice and unfrozen water, Author's abstract of dissertation for Candidate of Technical Sciences, Moscow (1974).

  9. M. S. Vorob'ev, “Factors influencing the resistance of soil to shear along the lateral surface of a frozen-in pile,” Tr. Proiizbod. Nauchno-issled. Inst. po Inzh. Izysk. v Stroit., 24, 24-31 (1973).

    Google Scholar 

  10. G. L. Prazdnikova, “Formation of the contact zone between soil and foundation surface,” Tr. Nauchno-issled. Inst. Osn. Podzem. Sooruzh., No. 64, 115-124 (1974).

  11. I. N. Votyakov, “Laboratory investigations of adfreezing forces between soil and concrete,” Tr. CVO Inst. Merzoltoved., No. 1, 29-34 (1958).

  12. I. A. Tyutyunov and G. L. Grazdnikova, “Physico-chemical bases of an increase in the strength of soils frozen to foundation surfaces,” Tr. Nauchno-issled. Inst. Osn. Podzem. Sooruzh., No. 58, 125-133 (1969).

  13. A. V. Sadovskii, Strength of soils adfrozen to foundation materials, Materials Presented at the Second International Conference on Permafrostology [in Russian], No. 7, Yakutsk (1973), pp. 210-214.

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Authors and Affiliations

  1. M. V. Lomonosov Moscow State University, Russia

    S. S. Volokhov

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  1. S. S. Volokhov
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Volokhov, S.S. Effect of Freezing Conditions on the Shear Strength of Soils Frozen Together with Materials. Soil Mechanics and Foundation Engineering 40, 233–238 (2003). https://doi.org/10.1023/B:SMAF.0000017575.19213.67

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  • DOI: https://doi.org/10.1023/B:SMAF.0000017575.19213.67

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