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Computation of spring compensators for ground anchors

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Conclusions

1. Ground anchors that are not equipped with elastic compensators cannot function effectively in clayey soils that deform with time.

2. Use of elastic compensators makes it possible to maintain relaiably the forces in ground anchors within prescribed limits over the time period required.

3. The computational relationships that we have presented make it possible to select the required parameters of the elastic compensators and to design structures with ground anchors with allowance for their prescribed longevity.

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Literature cited

  1. M. I. Smorodinov, Anchor Installations in Construction [in Russian], Stroiizdat, Moscow (1983).

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  4. T. H. Hanna, "Foundations in tension. Ground anchors," Series on Rock and Soil Mechanics, Vol. 6, London (1982).

  5. M. A. Gurinskii, "Investigation of the process of force reduction in ground anchors in clayey soils with time," in: Assembly and Special Construction Operations (Express Information), Series "Special Construction Operations," No. 9, Tsentral'noe Byuri Nauchno-Tekhnicheskoi Informatsii Minmontazhspetsstroya SSR (1984).

  6. S. S. Vyalov and Yu. S. Mirenburg, "Dynamometric method of testing piles in soils exhibiting creep properties," Collection No. 77, Beds and Foundations on Saline, Peat, and Permafrost Soils [in Russian], Nauchno-Issledovatel'skii Institut Osnovanii i Podzemnykh Sooruzhenii.

  7. Guidelines for the Field Testing of Piles in Permafrost. Scientific-Research Institute of Bases and Underground Structures [in Russian], Stroiizdat, Moscow (1977).

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Additional information

Leningrad Institute of Water Transport. All-Union Scientific-Research Institute of Hydraulic and Sanitary Engineering. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 11–13, November–December, 1985.

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Budin, A.Y., Gurinskii, M.A. Computation of spring compensators for ground anchors. Soil Mech Found Eng 22, 219–223 (1985). https://doi.org/10.1007/BF01706378

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  • DOI: https://doi.org/10.1007/BF01706378

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