Advertisement

Springer Nature is making SARS-CoV-2 and COVID-19 research free. View research | View latest news | Sign up for updates

Bed strength of T-section foundation blocks under inclined loads

Conclusions

1. The displacements of driven blocks can be determined from a bed model characterized by a coefficient of subgrade reaction that increases linearly with depth using proportionality coefficients from [3].

2. Driven T-section blocks ensure that the computed loads are taken up at the design depth, and can be used as foundations for agricultural buildings with three-hinge frames with a span to 21 m, and a frame spacing of up to 6 m at sites with gentle relief, preferentially in regions with deep frost to 1.5 m.

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

Literature cited

  1. 1.

    N. V. Zhukov, Ya. B. Matusevich, L. P. Bondar', and L. V. Golovacheva, Inventor's Certificate No. 709765, MKI2 EO2D 27/42, A Foundation, Otkr. Izobr., No. 2, 151 (1980).

  2. 2.

    Guidelines for the Design and Use of T-Section Piles in Agricultural Construction [in Russian], Otd. Nauchno-Tekh. Inf. Tsentral'nyl Nauchno-Issled. Inst. Ékspr. Proektirovaniya Sel'skogo Stroit., Moscow (1983).

  3. 3.

    Institutional Construction Regulation (VSN) 26–84, Departmental Construction Standards for the Design and Installation of Pyramidal Piles and Driven Blocks for Low-Rise Agricultural Buildings [in Russian], Minsel'stroi USSR, Moscow (1985).

  4. 4.

    SNiP 2.02.03–85, Pile Foundations.

  5. 5.

    VSN 01–76, Instructions for the Calculation, Design, and Installation of Beds and Foundations for the Calculation, Design, and Installation of Beds and Foundations for Agricultural Buildings with Three-Hinge Frames [in Russian], Minsel'stroi SSSR, Moscow (1976).

  6. 6.

    M. V. Zhukov and L. V. Golovacheva, "Computation of the bearing capacity of driven foundation blocks under vertical embedding and horizontal loads, and bending moments," Osn., Fundam. Mekh. Gruntov, No. 1, 12–15 (1986).

  7. 7.

    N. V. Zhukov and I. L. Belov, "Effect of a vertical surcharge on the horizontal displacements and the resistance of column piles to horizontal loads," Osn., Fundam. Mekh. Gruntov, No. 1, 11–14 (1978).

Download references

Additional information

Central Scientific-Research Institute of Experimental Design and Planning for Agricultural Construction VNIIOSP. Moscow State Scientific-Research Institute for Agricultural Construction. Translated from Osnovania, Fundamenty i Mekhanika Gruntov, No. 3, pp. 16–18, May–June, 1988.

Rights and permissions

Reprints and Permissions

About this article

Cite this article

Zhukov, N.V., Budanov, V.G. & Golovacheva, L.V. Bed strength of T-section foundation blocks under inclined loads. Soil Mech Found Eng 25, 115–119 (1988). https://doi.org/10.1007/BF01709715

Download citation

Keywords

  • Civil Engineer
  • Structural Foundation
  • Hydraulic Engineer
  • Compute Load
  • Proportionality Coefficient