When calculating dam filters from soil materials with clayey antifiltration elements, it is proposed to consider formation of stable spherical arches on the filter-soil boundary, and the plasticity and properties of the clayey ground that is protected from uplift by the filter. The results of the experiments can be used for improved calculations in accordance with the recommendations of SP (SNiP) and GOST.
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V. V. Burenkova and P. M. Burenkov, “The calculated gradient on the contact uplift of clayey grounds of antifiltration elements of dams,” Gidrotekh. Stroit., No. 10, 45 – 49, (2016).
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, October 2017, pp. 51 – 54.
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Burenkova, V.V., Burenkov, P.M. Research of Sphero-Formation over Pores with Contact Uplift of Clay Soils. Power Technol Eng 51, 663–666 (2018). https://doi.org/10.1007/s10749-018-0889-1
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DOI: https://doi.org/10.1007/s10749-018-0889-1