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On Shear Settlement of Driven Piles in Subsiding Soils

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Soil Mechanics and Foundation Engineering Aims and scope

The article considers the results of testing by static vertical loads of driven piles up to 28 m long in subsiding soils with their support on dense sands and clays. A comparison of experimental shear settlements corresponding to the full mobilization of friction forces on the piles lateral surface with those calculated by known methods is presented. The dependence for determining the reference pile settlement taking into account the recommended shear settlement is given.

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References

  1. SP 24.13330.2021, Pile Foundations [in Russian], Minstroi Rossii, Moscow (2021).

  2. I. V. Kolybin, D. E. Razvodovsky, A. V. Skorikov, and A. A. Bryksina, “Evaluation of the pile bearing capacity in rock interbedded by cohesion soils under vertical loading,” Vestn. NITs Stroit., 34, No. 3, 7-25 (2022).

    Article  Google Scholar 

  3. B. I. Dalmatov and F. K. Lapshin, “Evaluation of the bearing capacity of piles in their mass application,” in: Collection of Reports and Messages on Pile Foundations [in Russian], Stroiizdat, Moscow (1968).

  4. F. K. Lapshin, Calculation of Piles for Limit States [in Russian], Izdatel’stvo Saratovskogo Universiteta, Saratov (1979).

  5. V. O. Efimov, “Experimental evaluation of pile distortion settlement of bore and driven piles,” Vestn. Grazhd. Inzh. (SPbGASU), No. 2 (79), 95-99 (2020).

  6. M. F. Randolph, “Design methods for pile groups and piled rafts,” Proc. 13th ICSMGE, 5, 61-82 (1994).

  7. RSN 50-87.10, Design of Residential and Public Buildings on Subsidence Soils in Volgodonsk [in Russian], Gosstroi RSFSR, Moscow (1987).

  8. I. G. Ladyzhenskii, Experimental Methods for Assessing the Bearing Capacity of Piles in Subsidence Soils Taking into Account Negative Friction Forces: Doctor of Science Thesis [in Russian], Moscow (1989).

  9. I. G. Ladyzhenskii and A. M. Dzagov, “Experience of using pile foundations in subsidence soils of Volgodonsk,” in: Collection of Scientific Works of Gersevanov NIIOSP [in Russian], 100, 196-209 (2011).

    Google Scholar 

  10. GOST 5686-78, Piles. Field Test Methods [in Russian], Izdatel’stvo Standartov, Moscow (1978).

  11. A. M. Dzagov and D. E. Razvodovsky, “On the bearing capacity of driven piles resting on low-compressible soils,” Osnov. Fundam. Mekh. Grunt., No. 5, 7-12 (2013).

  12. B. I. Dalmatov, “Assessment of the bearing capacity of friction piles. Bases and foundations,” Sborn. Nauch. Trud. LISI, No. 72, 5-11 (1972).

  13. V. G. Berezantsev, Calculation of the Soil Bases of Structures (Design Guide) [in Russian], Stroiizdat, Leningrad (1970).

    Google Scholar 

  14. I. B. Ryzhkov and O. N. Isaev, Static Probing of Soils [in Russian], ASV, Moscow (2010).

    Google Scholar 

  15. A. M. Dzagov, “On the assessment of pile resistance in subsidence soils based on the results of static probing,” Osnov. Fundam. Mekh. Grunt., No. 5, 28-30 (2005).

  16. A. B. Ponomarev, M. A. Bezgodov, and P. A. Bezgodov, “Comparison of methods for determining the bearing capacity of driven piles based on the results of static probing in weak clay soils,” Vestn. PNIPU, No. 2, 24-39 (2015).

    Google Scholar 

  17. F. K. Chin, “Estimation of ultimate load of piles from tests not carried to failure,” Proceedings of the 2nd Southeast Asia Conference on Soil Engineering, No. 1, 81-90 (1970).

  18. R. L. Kondner, “Hyberbolic stress-strain response: cohesive soils,” J. Soil Mech. Found. Div., 89, No. 1, 115-143 (1963).

    Article  Google Scholar 

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Authors and Affiliations

  1. Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), Research Center of Construction JSC Moscow, Moscow, Russia

    A. M. Dzagov

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  1. A. M. Dzagov
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Correspondence to A. M. Dzagov.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, March-April, 2023.

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Dzagov, A.M. On Shear Settlement of Driven Piles in Subsiding Soils. Soil Mech Found Eng 60, 93–101 (2023). https://doi.org/10.1007/s11204-023-09868-1

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  • DOI: https://doi.org/10.1007/s11204-023-09868-1

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