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Approximate method of evaluating bearing capacity of anchored-foundation bases

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. V. Sokolovskii, Statics of Loose Media [in Russian], Fizmatgiz, Moscow (1960).

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  2. S. S. Golushkevich, Statics of Limiting States of Soil Masses [in Russian], Gostekhizdat, Moscow (1957).

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  3. Yu. B. Mikhailov, "Soil pressure on retaining walls due to rupture loadings," Osn. Fundam. Mekh. Gruntov, No. 4 (1975).

  4. A. S. Kananyan, "Experimental investigation of stability of bases of anchor foundations," Osn. Fundam. Mekh. Gruntov, No. 6 (1966).

  5. A. S. Kananyan, Yu. A. Sobolevskii, and I. A. Zheznitskii, "Experimental investigation of stability and deformability of anchor plates," Energ. Stroit., No. 2 (1970).

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Authors
  1. Yu. B. Mikhailov
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Additional information

Leningrad Marine Scientific-Research and Design Institute (Lenmorniiproekt). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 13–15, January–February, 1980.

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Mikhailov, Y.B. Approximate method of evaluating bearing capacity of anchored-foundation bases. Soil Mech Found Eng 17, 16–19 (1980). https://doi.org/10.1007/BF01711751

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  • DOI: https://doi.org/10.1007/BF01711751

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