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Limit Values of Additional Deformations of Pressure Pipeline Foundations

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Soil Mechanics and Foundation Engineering Aims and scope

The possible limit states and required test calculations of existing underground pressure pipelines located in the impact zones of construction are listed. Methods of determining and nomograms for picking the limit deformations of the foundations of existing underground pressure pipelines in the presence of underground construction are presented.

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Authors and Affiliations

  1. N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC, Moscow, Russia

    O. N. Isaev & R. F. Sharafutdinov

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  1. O. N. Isaev
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  2. R. F. Sharafutdinov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 14-19, November-December, 2016.

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Isaev, O.N., Sharafutdinov, R.F. Limit Values of Additional Deformations of Pressure Pipeline Foundations. Soil Mech Found Eng 53, 391–397 (2017). https://doi.org/10.1007/s11204-017-9418-8

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  • DOI: https://doi.org/10.1007/s11204-017-9418-8

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