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Evaluation of the flexural rigidity of buildings in the case of differential settlements of foundation beds above mines

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. M. Varlashkin, "Relation between deformations of beds and foundations in the case of undermining of buildings," Trudy VNIMI, Sb. 34. Gosgortekhizdat, Moscow (1960).

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  2. Protection of Civil Buildings from the Effect of Underground Mines [in Russian], Nedra, Moscow (1970).

  3. G. M. Grigor'ev, Designs of Residential Buildings on Undermined Territories [in Russian], Stroiizdat, Kiev (1964).

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  4. D. D. Sergeev and V. I. Lishak, "Some suggestions on the technique of calculating buildings being erected on undermined territores," in: Problems of Design and Construction on Undermined territories [in Russian], Tsentrogiproshakht, Moscow (1963).

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  5. Guide to Calculation of Buildings and Structures on Undermined Territories [in Russian], Stroiizdat, Leningrad (1968).

  6. R. A. Muller and A. I. Yushin, "Factors influencing the magnitude of additional forces acting on a rigid building in a vertical plane during its undermining," in: Problems of Design and Construction of Buildings and Structures on Undermined Territories [in Russian], Tsentrogiproshakht, Moscow (1960).

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  7. V. G. Bulychev and A. I. Yushin, "Principles of the unification of the design of buildings under different soil conditions with consideration of differential settlement of the bed," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 2 (1971).

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Authors
  1. V. M. Varlashkin
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Additional information

Novocherkassk Polytechnic Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 21–22, May–June, 1975.

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Varlashkin, V.M. Evaluation of the flexural rigidity of buildings in the case of differential settlements of foundation beds above mines. Soil Mech Found Eng 12, 171–173 (1975). https://doi.org/10.1007/BF01707642

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  • DOI: https://doi.org/10.1007/BF01707642

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