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Determination of the number of anchors used to secure retaining walls

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The equations proposed in the present study make it possible to determine the number of anchors for computing the overturning and shear of retaining walls. The difference between unstressed and prestressed anchors and the positions of new chapters in the Construction Norms and Regulations, requiring that computations be made by the method of limiting states, are taken into account in the equations.

  2. 2.

    Explanations for the arrangement of anchors in a retaining wall make it possible to account for certain additional factors in designing walls with anchors.

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Literature cited

  1. R. I. Sivko, “Use of anchors in component walls and foundations during construction of the second lock of the Dnepr hydroelectric plant,” Gidrotekh. Stroit., No. 7 (1979).

  2. A. N. Marchuk, Stressed Anchorage for Concrete Dams [in Russian], Énergiya, Moscow (1976).

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  3. A. P. Timofeev, “The problem of anchoring concrete designs,” Gidrotekh. Stroit., No. 1 (1962).

  4. S. I. Ukhov, A. M. Kornilov, and I. P. Kotov, “Evaluating the bearing capacity of rock anchors,” Gidrotekh. Stroit., No. 3 (1975).

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Authors
  1. V. N. Zhukov
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 50–51, January, 1981.

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Zhukov, V.N. Determination of the number of anchors used to secure retaining walls. Hydrotechnical Construction 15, 63–66 (1981). https://doi.org/10.1007/BF01435122

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  • DOI: https://doi.org/10.1007/BF01435122

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