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Selection of spacing in a group of hollow circular piles

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Results of field tests of groups of hollow circular piles with an open lower end, which are embedded with a reduced spacing, are presented. It is demonstrated that the reduction in spacing does not lower the bearing capacity of the group. General recommendations are presented for the design of pile groups.

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References

  1. Design Guidelines for Pile Foundations [in Russian], Stroiizdat, Moscow (1980).

  2. O. L. Denisov, Z. V. Babichev, and G. A. Sokolov, “Rational foundation designs in the form of groups of hollow circular piles,” Tr. Nauchno-Issled. Inst. Prom. Stroit., 24–37 (1984).

  3. B. V. Goncharov et al., “Foundations formed from centrifuged piles of circular section for mass construction,” Tr. Nauchno-Issled. Inst. Osn., 138–140 (1987).

  4. Ya. Sh. Ziyazov, O. L. Denisov, and V. A. Maksimov, Author's Certificate No. 968185, “Pile foundation,” Otkr. Izobr., No. 39 (1982).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 18–20, July–August, 1996.

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Sokolov, G.A., Denisov, O.L. & Goncharov, B.V. Selection of spacing in a group of hollow circular piles. Soil Mech Found Eng 33, 139–142 (1996). https://doi.org/10.1007/BF02354257

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  • DOI: https://doi.org/10.1007/BF02354257

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