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Calculation of Building Settlement on Flood-Prone Foundations by Using the Modulus-Free Method

  • SOIL MECHANICS
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

On the basis of the modulus-free calculation method, a package of methods was developed to predict the development of building settlements in the process of foundation flooding before and after its construction, determine the required thickness of the unwetted carrier layer of the base, determine the optimal depth of dewatering, and adjust the values of the compression modulus of deformation to proceed to the stamp modulus.

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References

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Authors and Affiliations

  1. Karaganda Technical University, Karaganda, Kazakhstan

    Y. S. Utenov & A. T. Mukhamedzhanova

  2. St. Petersburg State University of Architecture and Civil Engineering, Saint Petersburg, Russia

    A. Zh. Zhusupbekov

  3. Comprehensive Expertise Company, Karaganda, Kazakhstan

    S. K. Abildin

  4. L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan

    B. G. Abdrakhmanova

Authors
  1. Y. S. Utenov
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  2. A. Zh. Zhusupbekov
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  3. S. K. Abildin
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  4. A. T. Mukhamedzhanova
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  5. B. G. Abdrakhmanova
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Corresponding author

Correspondence to A. Zh. Zhusupbekov.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, January-February, 2022.

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Utenov, Y.S., Zhusupbekov, A.Z., Abildin, S.K. et al. Calculation of Building Settlement on Flood-Prone Foundations by Using the Modulus-Free Method. Soil Mech Found Eng 59, 51–56 (2022). https://doi.org/10.1007/s11204-022-09783-x

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  • DOI: https://doi.org/10.1007/s11204-022-09783-x

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