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Heaving of soil near retaining walls of a pit in noncohesive soils

  • Foreign Experience and Techniques
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Hydrotechnical Construction Aims and scope

Conclusion

The results of this study help to reduce expenditures during the construction of supported foundation pits, since they permit determining the necessary depth of founding the retaining wall under different hydrogeologic conditions.

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Authors
  1. Werner Knaupe
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Additional information

Higher Construction School, Leipzig, East Germany. Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 40–46, November, 1975.

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Knaupe, W. Heaving of soil near retaining walls of a pit in noncohesive soils. Hydrotechnical Construction 9, 1086–1095 (1975). https://doi.org/10.1007/BF02382364

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  • DOI: https://doi.org/10.1007/BF02382364

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