Дослідження осідань підземних конструкцій промислового цеху від дії динамічних навантажень його обладнання
Ключові слова:
віброповзучість, ґрунтова основа, фундамент, нерівномірне осідання, динамічне навантаження, я, амплітуда коливань
Анотація
The article is devoted to the issue of research of the soil basement vibrocreep negative impact, which takes place under
dynamic loads. The results of on-site measurements of industrial facility underground structures forced dynamic vibrations
parameters have been presented. The influence of the dynamic vibrations value on the development of underground cable
channel precast concrete units uneven settlement has been analyzed. The interrelation between the value of the channel builtup
construction settlement at the point of measurement and the amplitude of forced vibrations at this point has been determined.
Посилання
1. Balakin, V.F., Ugriumov, Yu.D., Ugriumov, D.Yu,. &
Belan, K.S. (2019) State and outlook of pipe production
using pilger mills Retrieved from
http://www.metaljournal.com.ua
2. Aleksandrovych, V.A at al. (2013). Structure-soil massif
system behavior features under static and dynamic loads.
Proc. of the 18th Intern. Conf. on Soil Mechanics and
Geotechnical Engineering. Paris. 1627-1629.
3. Aleksandrovych, V.A (2013) Analysis of vibrostability
tests of several foundations soils in terms of current
progress. Academic journal. Industrial Machine Building,
Civil Engineering, 38(2), 15-23.
4. Aleksandrovych, V.A & Taranov, V.G. (2011). Testing
of vibrostability of sandy foundations soils.
Interdepartmental academic journal. Building structures. 75,
464-469.
5. Savinov, O.A. (1979). Current engineering design of
foundations for machinery and its calculation. Lenigrad:
Stroyisdat.
6. Stavnitser, L.R. (2010). Seismic stability of
subfoundations and foundations. Moscow: АСВ publisher.
7. Kudriavtsev, I.A. (1999). Vibration influence on
subfoundations of buildings. Gomel: BelSUT.
9. Vynnykov, Yu.L. at al. (2009). Influence of vibration
rate of compactors on compaction of lowly cohesive waste
soils. Academic journal. Industrial Machine Building, Civil
Engineering, 25, 40-49.
10. Sawicki, A. & Mierczynski, J. (2015). Some effects of
intrinsic cyclic loading in saturated sands. Journal of
theoretical and applied mechanics, 53(2), 285-293.
https://doi.org/10.15632/jtam-pl.53.2.285
11. Sawicki, A., Mierczynski, J. & Sławińska, J. (2015).
Structure and Calibration of Constitutive Equations for
Granular Soils. Studia Geotechnica et Mechanica, 36(4),
35-46.
https://doi.org/10.2478/sgem-2014-0034
12. Lange, D.P. & Fanourakis, G. (2009). Comparing
Vibratory and Impact Laboratory Compaction Methods.
Proc. of the 17th Intern. Conf. on Soil Mechanics and
Geotechnical Engineering, 93-96.
https://doi.org/10.3233/978-1-60750-031-5-93
13. Kim, S.I., Park, K.B., Park, S.Y., Hwang, S.J.,
Lee, J.H. & Choi, J.S. (2005). Effects of irregular dynamic
loads on soil liquefaction. Proc. of the 16th Intern. Conf. on
Soil Mechanics and Geotechnical Engineering, 2673-2676.
https://doi.org/10.3233/978-1-61499-656-9-2673
14. Areshkovych, O., Boyko, I. & Sakharov, V. (2005).
Determination of the stress strain state of soil base for the
structures at static and dynamic loads. Proc. of the 16th
Intern. Conf. on Soil Mechanics and Geotechnical
Engineering, 1225-1230.
https://doi.org/10.3233/978-1-60750-801-4-1225
15. Puri, V.K., Kumar, S., Das, B.M., Prakash, S. &
Yeo, B. (2009). Settlement of reinforced subgrades under
dynamic loading. Proc. of the 17th Intern. Conf. on Soil Mechanics and Geotechnical Engineering, 925-928.
https://doi.org/10.3233/978-1-60750-031-5-925
Belan, K.S. (2019) State and outlook of pipe production
using pilger mills Retrieved from
http://www.metaljournal.com.ua
2. Aleksandrovych, V.A at al. (2013). Structure-soil massif
system behavior features under static and dynamic loads.
Proc. of the 18th Intern. Conf. on Soil Mechanics and
Geotechnical Engineering. Paris. 1627-1629.
3. Aleksandrovych, V.A (2013) Analysis of vibrostability
tests of several foundations soils in terms of current
progress. Academic journal. Industrial Machine Building,
Civil Engineering, 38(2), 15-23.
4. Aleksandrovych, V.A & Taranov, V.G. (2011). Testing
of vibrostability of sandy foundations soils.
Interdepartmental academic journal. Building structures. 75,
464-469.
5. Savinov, O.A. (1979). Current engineering design of
foundations for machinery and its calculation. Lenigrad:
Stroyisdat.
6. Stavnitser, L.R. (2010). Seismic stability of
subfoundations and foundations. Moscow: АСВ publisher.
7. Kudriavtsev, I.A. (1999). Vibration influence on
subfoundations of buildings. Gomel: BelSUT.
9. Vynnykov, Yu.L. at al. (2009). Influence of vibration
rate of compactors on compaction of lowly cohesive waste
soils. Academic journal. Industrial Machine Building, Civil
Engineering, 25, 40-49.
10. Sawicki, A. & Mierczynski, J. (2015). Some effects of
intrinsic cyclic loading in saturated sands. Journal of
theoretical and applied mechanics, 53(2), 285-293.
https://doi.org/10.15632/jtam-pl.53.2.285
11. Sawicki, A., Mierczynski, J. & Sławińska, J. (2015).
Structure and Calibration of Constitutive Equations for
Granular Soils. Studia Geotechnica et Mechanica, 36(4),
35-46.
https://doi.org/10.2478/sgem-2014-0034
12. Lange, D.P. & Fanourakis, G. (2009). Comparing
Vibratory and Impact Laboratory Compaction Methods.
Proc. of the 17th Intern. Conf. on Soil Mechanics and
Geotechnical Engineering, 93-96.
https://doi.org/10.3233/978-1-60750-031-5-93
13. Kim, S.I., Park, K.B., Park, S.Y., Hwang, S.J.,
Lee, J.H. & Choi, J.S. (2005). Effects of irregular dynamic
loads on soil liquefaction. Proc. of the 16th Intern. Conf. on
Soil Mechanics and Geotechnical Engineering, 2673-2676.
https://doi.org/10.3233/978-1-61499-656-9-2673
14. Areshkovych, O., Boyko, I. & Sakharov, V. (2005).
Determination of the stress strain state of soil base for the
structures at static and dynamic loads. Proc. of the 16th
Intern. Conf. on Soil Mechanics and Geotechnical
Engineering, 1225-1230.
https://doi.org/10.3233/978-1-60750-801-4-1225
15. Puri, V.K., Kumar, S., Das, B.M., Prakash, S. &
Yeo, B. (2009). Settlement of reinforced subgrades under
dynamic loading. Proc. of the 17th Intern. Conf. on Soil Mechanics and Geotechnical Engineering, 925-928.
https://doi.org/10.3233/978-1-60750-031-5-925
Опубліковано
2019-07-05
Як цитувати
Aleksandrovych Vadym Дослідження осідань підземних конструкцій промислового цеху від дії динамічних навантажень його обладнання / Vadym Aleksandrovych // ACADEMIC JOURNAL Industrial Machine Building, Civil Engineering. – Полтава: ПНТУ, 2019. – Т. 1 (52). – С. 146-153. – doi:https://doi.org/10.26906/znp.2019.52.1689.
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Статті
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