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Experimental studies of the deformation of soil beds reinforced with rod elements

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

A procedure for and results of experimental investigation of the effect of the reinforcement of a soil bed by rigid rod structures on its deformation properties are cited. A conclusion is drawn concerning the strengthening of a soil where the ratio of the area of reinforcing elements to the loaded surface is 1:80 and higher. It is demonstrated that the reinforcement of soil is associated primarily with the constraint of plastic deformations and does not affect the properties of the soil mass being deformed.

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References

  1. D. Jones, Structures of Reinforced Soil [Russian translation], Stroiizdat, Moscow (1989).

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Authors
  1. A. L. Isakov
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  2. V. A. Grigorashchenko
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  3. V. D. Plavskikh
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  4. A. E. Zemtsova
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 14–16, March–April, 1998.

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Isakov, A.L., Grigorashchenko, V.A., Plavskikh, V.D. et al. Experimental studies of the deformation of soil beds reinforced with rod elements. Soil Mech Found Eng 35, 51–54 (1998). https://doi.org/10.1007/BF02465907

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  • DOI: https://doi.org/10.1007/BF02465907

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