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Effect of transverse walls on total rigidity of undermined buildings

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

Conclusions

1. Buildings with a large number of transverse walls, which operate as a flexible system, have the maximum degree of penetration of the foundation into the base and curvature of the socle and cases of lagging of the lower surface of the foundation behind the curved base are not recorded for them.

2. The coefficient η permits an objective evaluation of the behavior of the building during undermining.

3. By the rational use of the rigidities of individual elements figuring in the selected geometric scheme of the structure, it is possible to regulate the additional forces for the purpose of achieving an equal strength of the most stressed sections of the building.

4. To calculate the optimal scheme of a structure providing reversal to the actual design, it is necessary to take into account the static behavior of the underground and above-ground parts of the structure.

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Literature cited

  1. Ya. I. Beilinov and M. I. Medvedev, Construction and Protection of Buildings on Under-mined Territories [in Russian], Budivel'nik, Kiev (1973).

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  2. G. I. Chernyi, Ya. I. Beilinov, and G. S. Gurov, Methods of Protecting Buildings and Structures on Undermined Territories [in Russian], Budivel'nik, Kiev (1965).

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  3. Recommendations on the Unification of the Design of Apartment Buildings under Special Soil Conditions [in Russian], Budivel'nik, Kiev (1972).

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  5. S. P. Timoshenko, Stability of Elastic Systems [Russian translation], Gosstroiizdat, Moscow (1955).

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  6. Yu. I. Belous, "Investigation of the three-dimensional layout of undermined apartment buildings, "Vestn. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 4 (1973).

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Authors
  1. Yu. I. Belous
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Additional information

Kiev Zonal Scientific-Research and Development Institute of Standard and Experimental Design of Apartment and Public Buildings (KievZNIIÉP). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 19–21, January–February, 1981.

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Belous, Y.I. Effect of transverse walls on total rigidity of undermined buildings. Soil Mech Found Eng 18, 32–35 (1981). https://doi.org/10.1007/BF01711059

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  • DOI: https://doi.org/10.1007/BF01711059

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