Skip to main content
Log in

Assessment of State of Backfill Material in Large-Diameter Shells Subjected to the Effect of Wind Waves

  • Published:
Power Technology and Engineering Aims and scope

A Correction to this article was published on 01 March 2020

This article has been updated

Results of experimental investigations of large-diameter shells subjected to regular waves in the construction period are presented. Factors responsible for a loss of stability of the backfill material are identified.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Change history

  • 03 June 2020

    Correction to the article ���Assessment of State of Backfill Material in Large-Diameter Shells Subjected to the Effect of Wind Waves,��� by N. D. Belyaev, V. V. Lebedev, I. S. Nudner, K. K. Semenov, and D. I. Shchemelinin, Vol. 53, No. 3, September 2019, pp. 300 ��� 306

References

  1. RF State Standard GOST R 54523–2011. Hydraulic Harbor Structures. Rules for Inspection and Monitoring of Technical State [in Russian].

  2. A. T. Bekker and N. Ya. Tsimbel’man, “Use of shell structures with elastic filler in construction,” Vest. DVGTU, No. 2(4), 27 – 34 (2010).

  3. Breakwater for Marina Pez Vela, Quepos, Costa Rica; http://sheetpiling.arcelormittal.com/projects/display/title/Quepos

  4. I. V. Fedorov and V. I. Titova, Cellular Constructions Produced from Metallic Sheet Piling [in Russian], Moscow (1952).

  5. S. N. Levachev, Shells in Hydraulic Construction [in Russian], Stroiizdat, Moscow (1978).

    Google Scholar 

  6. V. I. Seliverstov, A Technique of Calculating the Deformations of Cylindrical Steel Cells of Hydraulic Constructions. Candidate’s Thesis [in Russian], Vladivostok (1987).

  7. N. Ya. Tsimbel’man and T. I. Chernova, Statement of Experimental Investigations of Large-Diameter Shells with Filler. Vologdinsk Conference [in Russian], Izd. DVFU, Vladivostok (2012).

    Google Scholar 

  8. N. Ya. Tsimbel’man and T. I. Chernova, “Model studies of the stress-strain state of large-diameter shells with filler,” Vest. MGSU, No. 12, 71 – 77 (2012).

  9. A. T. Bekker, N. Ya. Tsimbel’man, V. I. Seliverstov, and T. I. Chernova, “Studies of the stress-strain state of shell constructions with filler,” Vest. IrGTU, No. 8, 64 – 70 (2013).

  10. A. I. Momontov, N. Ya. Tsimbel’man, Ye. V. Kvon, and T. I. Chernova, “Verification of a numerical model of a cylindrical shell with filler,” Vest. Volgograd. Gos. Arkhitekt. Stroit. Univ. Ser. Stroit. Arkhitekt., Issue 37(56), 154–162 (2014).

  11. A. I. Momontov, N. Ya. Tsimbel’man, and T. I. Chernova, “Stability of gravity-type support structure on a pliable foundation,” Morsk. Intellek. Tekhnol., 1, No. 3(25), 16–25 (2014).

  12. N. Ya. Tsimbel’man, T. I. Chernova, and P. V. Mosina, “Comparison of methods of simulation of the pressure of backfill on structures of filled shells,” Vest. Inzh. Shk. DNFU, No. 4(33), 56–63 (2017).

  13. RTM 36.44.12.1–90. Design and Construction of Hydraulic Harbor Structures with the use of Large-diameter Steel Shells [in Russian], Izd. VNIIGS, St. Petersburg (1992).

  14. RTM 31.3013–77. Handbook for Calculation of Hydraulic Sea-going Structures Produced from Large-Diameter Shells [in Russian], Izd. MMF SSSR (1978).

  15. D. Babchik, N. Belyaev, V. Lebedev, I. Nudner, K. Semenov, and L. Shchemelinin, “Experimental investigations of local scour caused by currents and regular waves near drilling barge foundations with cutout in stern,” in: Proc. 5th Int. Conf. Coastlab14, Varna, Bulgaria, pp. 114–124.

  16. L. G. Shchemelinin, A. V. Utin, N. D. Belyaev, V. V. Lebedev, I. S. Nudner, and K. K. Semenov, Experimental studies regarding the efficiency of sea bed soil protection near offshore structures,” in: Proc. ISOPE. Vol. 2. Paper 14TPC-0320, Busan, Korea (2014), pp. 625–631.

  17. K. K. Semenov, V. V. Lebedev, I. S. Nudner, N. D. Belyaev, A. V. Mishina, N. A. Geidarov, K. S. Ivanov, Y. N. Zakharov, and L. G. Shchemelinin, “Impact of waves and currents on the soil near gravity-type platform foundations: numerical and experimental studies,” in: Proc. ISOPE (2015), pp. 807–814.

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to N. D. Belyaev.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 4, April 2019, pp. 31 – 38.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Belyaev, N.D., Lebedev, V.V., Nudner, I.S. et al. Assessment of State of Backfill Material in Large-Diameter Shells Subjected to the Effect of Wind Waves. Power Technol Eng 53, 300–306 (2019). https://doi.org/10.1007/s10749-019-01075-z

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10749-019-01075-z

Keywords

Navigation