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Seismic Behavior of Underground Polymer Piping with Variable Interaction Coefficients

  • EARTHQUAKE-RESISTANT CONSTRUCTION
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Soil Mechanics and Foundation Engineering Aims and scope

The dependence of the coefficient of interaction between a polymer pipe and soil on soil moisture is determined experimentally. Variable coefficients corresponding to certain cases of moisture distribution are approximated. Based on variable coefficients, the longitudinal oscillations of underground polymer piping is studied in response to seismic loads. An algorithm and program were developed for calculating seismic stability.

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References

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Authors and Affiliations

  1. Institute of Structural Seismic Stability, Academy of Sciences, Republic of Uzbekistan, Tashkent, Uzbekistan

    T.R. Rashidov & N.A. Nishonov

Authors
  1. T.R. Rashidov
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  2. N.A. Nishonov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 34-38, May-June, 2016.

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Rashidov, T., Nishonov, N. Seismic Behavior of Underground Polymer Piping with Variable Interaction Coefficients. Soil Mech Found Eng 53, 196–201 (2016). https://doi.org/10.1007/s11204-016-9385-5

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  • DOI: https://doi.org/10.1007/s11204-016-9385-5

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