Abstract
Causes of deformations of a five-story tenement building constructed on a slope are analyzed. Engineering measures that have made it possible to terminate development of settlements of risk to the building, and prevent continued sliding of the slope are described. Results are presented for geodetic observations on the building's settlements in different years.
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REFERENCES
R. A. Mangushev and A. S. Yurkova, Problem of using Kembriisk clay terraces as foundation beds of structures, Refinement of Technical Solutions for the Stability of Beds And Foundations in Industrial And Civil Construction: Theses of Papers Presented at Scientific-Technical Conference [in Russian], Sverdlovsk (1984).
R. A. Mangushev and E. N. Filippov, Automated analysis of slopes of arbitrary shape on a personal IBM computer, Works of Young Scientists [in Russian], Part 1, Saint Petersburg (1997), pp. 69-72.
Beds, Foundations, And Underground Structures. Design Manual [in Russian], Stroiizdat, Moscow (1985).
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Mangushev, R.A. Prevention of Critical Building Deformations on a Slide-Prone Slope. Soil Mechanics and Foundation Engineering 40, 223–226 (2003). https://doi.org/10.1023/B:SMAF.0000017573.93388.06
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DOI: https://doi.org/10.1023/B:SMAF.0000017573.93388.06