AbstractAbout AuthorsReferences
The experience in works on the arrangement of a deep pit next to the existing building, which received significant additional settlements and damages to bearing structures in the process of vibropiling is presented. The graphs of dependences of the settlement development for the period of construction are shown. The actual values of deformation and strength characteristics of soils after technological influences are determined. The weighted average modulus of soil deformation within the compression thickness is determined by inverse recalculation with due regard for the measured actual additional settlement. The method of evaluation of technological settlements of the building in restructured thixotropic watersaturated soils is shown. The analysis of the reasons for the development of base precipitations of foundations of neighboring buildings is made. The results of analytical and numerical calculations are confirmed by the materials of additional engineering-geological surveys.
R.A. MANGUSHEV, Doctor of Sciences (Civil Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
V.V. KONYUSHKOV, Candidate of Sciences (Civil Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
L.N. KONDRATIEVA, Doctor of Sciences (Civil Engineering)
V.M. KIRILLOV, Doctor of Sciences (Civil Engineering)
V.V. KONYUSHKOV, Candidate of Sciences (Civil Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
L.N. KONDRATIEVA, Doctor of Sciences (Civil Engineering)
V.M. KIRILLOV, Doctor of Sciences (Civil Engineering)
Saint-Petersburg Petersburg State University of Architecture and Civil Engineering (4, 2nd Krasnoarmeyskaya Street, Saint Petersburg 190005, Russian Federation)
1. Il’ichev V.A. Mangushev R.A. Spravochnik geotehnika. Osnovaniya, fundamenti i podzemnie sooruzeniya [Handbook of geotechnical engineering. Soils, bases and underground constructions]. Moscow: ASV. 2016. 1024 p.
2. Mangushev R.A., Nikiforova N.S., Konyushkov V.V., Osokin A.I., Sapin D.A. Proektirovanie i ustroystvo podzemnih sooruzenii v otkritih kotlovanah [Design and construction of underground structures in open pits]. Moscow: ASV. 2016. 264 p.
3. Mangushev R.A., Konyushkov, V.V., Sapin D.A. Engineering and geotechnical investigations in the reconstruction and new construction in dense urban. Promyshlennoe i grazhdanskoe stroitel’stvo. 2016. No. 5, pp. 76–83. (In Russian).
4. Shulyat’ev O.A., Mozgachyova O.A., Pospehov V.S. Osvoenie podzemnogo prostranstva gorodov [Development of underground space of the cities]. Moscow: ASV. 2017. 510 p.
5. Shulyat’ev O.A., Minakov D.K. Technological precipitation device for diaphragm wall trench type. Vestnik Permskogo natsional’nogo issledovatel’skogo politekhnicheskogo universiteta. Stroitel’stvo i arkhitektura. 2017. No. 3 (8), pp. 41–50. (In Russian).
6. Mangushev R.A., Veselov A.A., Konyushkov V.V. Sapin, D.A. Numerical modeling of technological precipitation of the neighboring buildings when the device trench of the “wall in soil”. Vestnik grazhdanskikh inzhenerov. 2012. No. 5 (34), pp. 87–98. (In Russian).
7. Mangushev R.A., Veselov A.A., Sapin, D.A. The influence of the shape of the cross section of the construction of the “wall in soil” for additional sediment adjacent. Vestnik grazhdanskikh inzhenerov. 2012. No. 6 (35), pp. 71–77. (In Russian).
8. Konyushkov V.V., Veselov A.A., Belyy A.A. Engineering development and landscaping of the territory on the ash soils for extension of the container terminal at the sea port in Saint-Petersburg. Vestnik grazhdanskikh inzhenerov. 2017. No. 3 (62), pp. 70–76. (In Russian).
9. Mangushev R.A., Nikiforova N.S. [Technological precipitation of buildings and structures in the zone of influence of underground construction]. Moscow: ASV. 2017. 168 p.
10. Ilyichev V. A., Mangushev R. A., Nikiforova N. S. Experience in the development of underground space of Russian megacities. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20. (In Russian).
11. Konyushkov V.V., Urazaeva N.U., Kirillov V.M., Kondratieva L.N. To the question of the study “walls in the ground” as the enclosing and supporting structure of buildings and structures. Vestnik grazhdanskikh inzhenerov. 2018. No. 1 (66), pp. 68–74. (In Russian).
2. Mangushev R.A., Nikiforova N.S., Konyushkov V.V., Osokin A.I., Sapin D.A. Proektirovanie i ustroystvo podzemnih sooruzenii v otkritih kotlovanah [Design and construction of underground structures in open pits]. Moscow: ASV. 2016. 264 p.
3. Mangushev R.A., Konyushkov, V.V., Sapin D.A. Engineering and geotechnical investigations in the reconstruction and new construction in dense urban. Promyshlennoe i grazhdanskoe stroitel’stvo. 2016. No. 5, pp. 76–83. (In Russian).
4. Shulyat’ev O.A., Mozgachyova O.A., Pospehov V.S. Osvoenie podzemnogo prostranstva gorodov [Development of underground space of the cities]. Moscow: ASV. 2017. 510 p.
5. Shulyat’ev O.A., Minakov D.K. Technological precipitation device for diaphragm wall trench type. Vestnik Permskogo natsional’nogo issledovatel’skogo politekhnicheskogo universiteta. Stroitel’stvo i arkhitektura. 2017. No. 3 (8), pp. 41–50. (In Russian).
6. Mangushev R.A., Veselov A.A., Konyushkov V.V. Sapin, D.A. Numerical modeling of technological precipitation of the neighboring buildings when the device trench of the “wall in soil”. Vestnik grazhdanskikh inzhenerov. 2012. No. 5 (34), pp. 87–98. (In Russian).
7. Mangushev R.A., Veselov A.A., Sapin, D.A. The influence of the shape of the cross section of the construction of the “wall in soil” for additional sediment adjacent. Vestnik grazhdanskikh inzhenerov. 2012. No. 6 (35), pp. 71–77. (In Russian).
8. Konyushkov V.V., Veselov A.A., Belyy A.A. Engineering development and landscaping of the territory on the ash soils for extension of the container terminal at the sea port in Saint-Petersburg. Vestnik grazhdanskikh inzhenerov. 2017. No. 3 (62), pp. 70–76. (In Russian).
9. Mangushev R.A., Nikiforova N.S. [Technological precipitation of buildings and structures in the zone of influence of underground construction]. Moscow: ASV. 2017. 168 p.
10. Ilyichev V. A., Mangushev R. A., Nikiforova N. S. Experience in the development of underground space of Russian megacities. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20. (In Russian).
11. Konyushkov V.V., Urazaeva N.U., Kirillov V.M., Kondratieva L.N. To the question of the study “walls in the ground” as the enclosing and supporting structure of buildings and structures. Vestnik grazhdanskikh inzhenerov. 2018. No. 1 (66), pp. 68–74. (In Russian).
For citation: Mangushev R.A., Konyushkov V.V., Kondratjeva L.N., Kirillov V.M. Method of calculation of technological settlemet of buildings foundations of adjacent development when excavating pits. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 9, pp. 3–10. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2019-9-3-10