AbstractAbout AuthorsReferences
The results of a study of the efficiency of construction on the former aeration fields (Nekrasovka district, Moscow) of 17-storey panel buildings on the slab foundations are presented. During the construction process and after its completion, the sediment of the constructed buildings was monitored. The result of geomonitoring was compared with the results of design calculations. Comparison of the actual data obtained for several identical 17-storey buildings on sandy soils with the calculated data showed that the value of the actual sediment of large-panel buildings turned out to be 30–65% less. This makes it possible to adjust the calculation of the sediment of the foundations of 17-storey large-panel buildings when constructing on sandy foundations. The phenomena of thixotropy and liquefaction of sandy soils at the base of the foundations of buildings are considered. The causes of vibration subsidence and flowability of sandy soils of the base of panel houses have been established.
M.Yu. ABELEV1, Doctor of Sciences (Engineering), Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
I.V. AVERIN2, Candidate of Sciences (Engineering), General Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
O.V. KOPTEVA3, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
I.V. AVERIN2, Candidate of Sciences (Engineering), General Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
O.V. KOPTEVA3, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 Higher School of Economics (National Research University) (20, Myasnitckaya Street, Moscow, 101000, Russian Federation)
2 LLC “Inzhenernaya Geologiya”(16, Yartsevskaya Street, Moscow, 121552, Russian Federation)
3 National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)
1. Tratsevskaya E.Yu. Determination of mechanical characteristics of soils according to static sounding data. Dinamicheskie i tekhnologicheskie problemy mekhaniki konstruktsii i sploshnykh sred. 2021. No. 2, pp. 217–219. (In Russian).
2. Boldyrev G.G., Idrisov I.Kh. About classification of soils by cone penetration test. Inzhenernaya geologiya. 2019. Vol. 14. No. 4, pp. 6–23. (In Russian). DOI: https://doi.org/10.25296/1993-5056-2019-14-4-6-23
3. Djuric D. et al. Possibility of Dynamic Penetrometer Use in Clayey Sandy Soil on Railway Route Zenica-Sarajevo. Tehnički vjesnik. 2022. Vol. 29. No. 2, pp. 676–682.
4. Hu Y., Wang Y. Probabilistic soil classification and stratification in a vertical cross-section from limited cone penetration tests using random field and Monte Carlo simulation. Computers and Geotechnics. 2020. Vol. 124, pp. 103634.
5. Ryzhkov I. B., Isaev O. N. Static sounding of soils – current development trends. Geotekhnika. 2019. Vol. 11. No. 4, pp. 56–67. (In Russian).
6. Yabbarova E.N., Latypov A.I. Clarification of correlation dependencies between static sounding data and deformation-strength characteristics of soils. Izvestiya of the Tomsk Polytechnic University that. Georesource engineering. 2021. Vol. 332. No. 6, pp. 82–89. (In Russian).
7. Abelev M.Yu. Experimental studies of soil deformability characteristics in laboratory and field conditions. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 4, pp. 28–32. (In Russian).
8. Isupov I.A., Sazonova S.A. Analysis of field methods for determining the deformation characteristics of bulk soils. Master’s Journal. 2018. No. 1, pp. 81–86.
9. Korolev V.A., Trofimov V.T. Problems of correlation of field and laboratory studies of soils during engineering surveys. Polevye i laboratornye metody issledovaniya gruntov – problemy i resheniya. 2019. No. 2, pp. 5–14. (In Russian).
10. Chunyuk D.Y., Kopteva O.V. Determination of the characteristics of compressed sandy soils by field and laboratory methods. Journal of Physics: Conference Series. IOP Publishing. 2021. Vol. 1928. No. 1. 012026.
11. Shulyatyev O.A. Laboratory studies of the influence of the stress state on the deformation characteristics of sandy soils. Vestnik NITs «Stroitel’stvo». 2019. No. 1, pp. 140–154. (In Russian).
12. Trofimov V.T., Korolev V.A. Arrays of sandy soils as objects of ecological and geological research. Vestnik of Moscow University. Series 4. Geology. 2018. No. 2, pp. 59–65. (In Russian).
2. Boldyrev G.G., Idrisov I.Kh. About classification of soils by cone penetration test. Inzhenernaya geologiya. 2019. Vol. 14. No. 4, pp. 6–23. (In Russian). DOI: https://doi.org/10.25296/1993-5056-2019-14-4-6-23
3. Djuric D. et al. Possibility of Dynamic Penetrometer Use in Clayey Sandy Soil on Railway Route Zenica-Sarajevo. Tehnički vjesnik. 2022. Vol. 29. No. 2, pp. 676–682.
4. Hu Y., Wang Y. Probabilistic soil classification and stratification in a vertical cross-section from limited cone penetration tests using random field and Monte Carlo simulation. Computers and Geotechnics. 2020. Vol. 124, pp. 103634.
5. Ryzhkov I. B., Isaev O. N. Static sounding of soils – current development trends. Geotekhnika. 2019. Vol. 11. No. 4, pp. 56–67. (In Russian).
6. Yabbarova E.N., Latypov A.I. Clarification of correlation dependencies between static sounding data and deformation-strength characteristics of soils. Izvestiya of the Tomsk Polytechnic University that. Georesource engineering. 2021. Vol. 332. No. 6, pp. 82–89. (In Russian).
7. Abelev M.Yu. Experimental studies of soil deformability characteristics in laboratory and field conditions. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 4, pp. 28–32. (In Russian).
8. Isupov I.A., Sazonova S.A. Analysis of field methods for determining the deformation characteristics of bulk soils. Master’s Journal. 2018. No. 1, pp. 81–86.
9. Korolev V.A., Trofimov V.T. Problems of correlation of field and laboratory studies of soils during engineering surveys. Polevye i laboratornye metody issledovaniya gruntov – problemy i resheniya. 2019. No. 2, pp. 5–14. (In Russian).
10. Chunyuk D.Y., Kopteva O.V. Determination of the characteristics of compressed sandy soils by field and laboratory methods. Journal of Physics: Conference Series. IOP Publishing. 2021. Vol. 1928. No. 1. 012026.
11. Shulyatyev O.A. Laboratory studies of the influence of the stress state on the deformation characteristics of sandy soils. Vestnik NITs «Stroitel’stvo». 2019. No. 1, pp. 140–154. (In Russian).
12. Trofimov V.T., Korolev V.A. Arrays of sandy soils as objects of ecological and geological research. Vestnik of Moscow University. Series 4. Geology. 2018. No. 2, pp. 59–65. (In Russian).
For citation: Abelev M.Yu., Averin I.V., Kopteva O.V. Experience in the construction of 17-storey panel buildings in a residential complex. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 5, pp. 3–8. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-5-3-8