Soil Shear Strength at the Structure Interface

The article presents the results of studies on soil shear strength at the interface of structures made of various materials. The authors propose procedures for performing direct shear tests at the soil-structure interface and determining the interface shear parameters according to cone penetration data. Recommendations for considering the type of construction material in soil-structure interaction calculations are provided.

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

References

  1. 1.

    SP 24.13330.2011 Pile Foundations. Revised Edition of SNiP 2.02.03-85, Moscow (2011).

  2. 2.

    SP 25.13330.2012 Soil Bases and Foundations on Permafrost Soils. Revised Edition of SNiP 2.02.04-88, Moscow (2012).

  3. 3.

    GOST 12248-2010. Soils. Laboratory Methods for Determining the Strength and Strain Characteristics (amended), Standartinform, Moscow (2011).

  4. 4.

    A. B. Ainbinder and A. G. Kamershtein, Strength and Stability Calculations for the Main Pipelines [in Russian], Handbook, Nedra, Moscow (1982).

  5. 5.

    A. V. Sadovskii, G. I. Bondarenko, and S. M. Tikhomirov, “Upgraded shear apparatus for determining soil adfreeze strength and its application,” Trudy NIIOSP, No. 83, 37-43 (1985).

  6. 6.

    A. V. Sadovskii, “Determination of soil-concrete adfreeze strength using the direct shear test,” Trudy NIIOSP, No. 3, 70-79 (1967).

  7. 7.

    A. Z. Ter-Martirosyan, V. V. Sidorov, and A. S. Almakaeva, “Features and difficulties associated with determining strength at the interface between soil and structural materials,” Geotekhnika, 11, No. 4, 18-28.

  8. 8.

    Y. Tsubakihara and H. Kishida, “Friction behaviour between normally consolidated clay and steel by two direct shear type apparatuses,” Soils Found., 33, No. 2, 1-13 (1993).

    Article  Google Scholar 

  9. 9.

    Y. Tsubakihara, H. Kishida, and T. Nishiyama, “Friction between cohesive soils and steel,” Soils Found., 33, No. 2, 145-156 (1993).

    Article  Google Scholar 

  10. 10.

    M. Uesugi and H. Kishida, “Frictional resistance at yield between dry sand and mild steel,” Soils Found., 26, No. 4, 139-149 (1986).

    Article  Google Scholar 

  11. 11.

    J. J. B. Esterhuizen, G. M. Filz, and J. M. Duncan, “Constitutive behavior of geosynthetic interfaces,” J. Geotech. Geoenviron. Eng., 127, No. 10, 834-840 (2001).

    Article  Google Scholar 

  12. 12.

    F. Hammound and A. Boumekik, Asian J. Civ. Eng., 7, No. 1, 63-80 (2006).

    Google Scholar 

  13. 13.

    H. T. Eid, R. S. Amarasinghe, K. H. Rabie, and D. Wijewickreme, Can. Geotech. J., 52, 198-210 (2015).

    Article  Google Scholar 

  14. 14.

    SP 22.13330.2011 Soil Bases of Buildings and Structures, Moscow (2011).

  15. 15.

    GOST 2789-73. Surface Roughness. Parameters and Characteristics, Standartinform, Moscow (2018).

  16. 16.

    P. B. Attewel, J. Yeates, and A. R. Selby, Soil Movements Inducted by Tunneling and their Effects on Pipelines and Structure, Glasgow and London, Published in the USA by Chapman and Hall, New York (1986).

  17. 17.

    Guidance on the Design of Buildings and Structures in the Undermined Territories. Part 3. Tower, Transport and Buried Structures, Pipelines [in Russian], Stroiizdat, Moscow (1986).

  18. 18.

    O. N. Isaev and R. F. Sharafutdinov, “Ultimate redundant strains of pressure pipe bases,” Osn. Fundam. Mech. Gruntov, No. 6, 14-19 (2016).

  19. 19.

    GOST 19912-2012. Soils. Field Test Methods: Cone Penetration Test and Dynamic Probing, Rosstandart, Moscow (2013).

  20. 20.

    I. B. Ryzhkov and O. N. Isaev, Cone Penetration Testing of Soils [in Russian], ASV, Moscow (2010).

  21. 21.

    O. N. Isaev, R. F. Sharafutdinov, and D. S. Zakatov, “Probes for cone penetration testing of soils with an additional lateral stress sensor,” Vestnik NITS Stroitelstvo, No. 4(23), 81-93 (2019).

Download references

Author information

Affiliations

Authors

Corresponding author

Correspondence to O. N. Isaev.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 23-30, March-April, 2020.

Rights and permissions

Reprints and Permissions

About this article

Verify currency and authenticity via CrossMark

Cite this article

Isaev, O.N., Sharafutdinov, R.F. Soil Shear Strength at the Structure Interface. Soil Mech Found Eng 57, 139–146 (2020). https://doi.org/10.1007/s11204-020-09649-0

Download citation