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Chemical stabilization of loess soils in Uzbekistan to prevent building deformations

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. I. Kriger, A. S. Aleshin, A. D. Kozhevnikov, and I. G. Mindal', Seismic characteristics of Loess Soils in Connection with Geologic Surroundings and Technogenesis [in Russian], Nauka, Moscow (1980), pp. 71–84.

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  2. S. M. Kasymov, M. Gol'bert, T. S. Valnev, and K. Alidzhanov, "Improvement of earthquake resistance of loess soils for construction of artificial bases by the silicate injection method," in: Engineering-Seismologic Basis of Detailed Seismic Zoning and Microzoning [in Russian], Tashkent (1983), pp. 95–98.

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Deceased.

Scientific-Research Institute of Bases and Underground Structures. Gidrospetsproekt. Gidrospetsstroi. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 19–21, September–October, 1986.

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Semkin, V.V., Ermoshin, V.M. & Okishev, N.D. Chemical stabilization of loess soils in Uzbekistan to prevent building deformations. Soil Mech Found Eng 23, 196–199 (1986). https://doi.org/10.1007/BF01711889

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  • DOI: https://doi.org/10.1007/BF01711889

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