Various alternate schemes for the stabilization of a creep-prone mass are examined on the basis of a reconnaissance survey of a slide-prone section of the shoreline zone of a canal, modern control geologic-engineering surveys, and analysis of background materials related to results of analytical investigations of slope stability, and a set of measures for slide stabilization is presented.
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References
Construction Rule and Regulation II-7-81*. Construction in Seismic Regions [in Russian].
Building Code 11-105-97. Geologic-Engineering Surveys for Construction [in Russian].
Construction Rule and Regulation 2.06.05-84*. Earthen Dams [in Russian].
PLAXIS program for two-dimensional geotechnical analyses of the deformations, stability, and flow of ground water by the finite-element method [http://www.plaxis.nl/].
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 22-25, March-April, 2010.
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Orishchuk, R.N., Krivonogova, N.F., Sozinova, T.A. et al. Engineering and geologic problems of anti-sliding measures along the shoreline zone of the canal at the Zelenchuk hydroelectric power plant. Soil Mech Found Eng 47, 62–67 (2010). https://doi.org/10.1007/s11204-010-9090-8
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DOI: https://doi.org/10.1007/s11204-010-9090-8