Abstract
To raise the accuracy of determining seepage properties of clay soils, characterized by the coefficient of permeability, the authors, in conducting an experiment, significantly increased the cross-sectional area of the specimen being tested and raised the flow rate of seepage water. As a result, the duration of compaction of these soils was calculated more precisely.
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References
S. R. Meschyan, Experimental Rheology of Clay Soils [in Russian], Nedra, Moscow (1985).
S. R. Meschyan and T. L. Petrosyan, "Seepage properties of composite soil materials," Izv. Akad. Nauk Arm. SSR, Ser. Nauka Zemle,42, No. 1, 55–58 (1989).
N. A. Tsytovich, Soil Mechanics [in Russian], Stroiizdat, Moscow (1951).
V. N. Zhilenkov, Waterproof Properties of Soils of the Core and Screens of High Dams [in Russian], Energiya, Leningrad (1968).
N. N. Maslov and Le Ba Lyong, "Some new questions of calculating the consolidation of clay soils," Osn., Fundam. Mekh. Gruntov, No. 6, 23–26 (1986).
V. M. Pavilonskii, "Seepage of water in clay soils with small head gradients," in: Seepage of Water in Porous Media: Reports of the III International Symposium [in Russian], Part I, Kiev (1978), pp. 76–82.
Additional information
Institute of Mechanics and Geological Sciences, Academy of Sciences of Armenia. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 8–9, January–February, 1993.
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Meschyan, S.R., Petrosyan, T.L. Water seepage in clay soils with large dimensions of specimens and small head gradients. Soil Mech Found Eng 30, 8–10 (1993). https://doi.org/10.1007/BF01743526
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DOI: https://doi.org/10.1007/BF01743526