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Prevention of Critical Building Deformations on a Slide-Prone Slope
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.
Prevention of Critical Building Deformations on a Slide-Prone Slope
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.
Prevention of Critical Building Deformations on a Slide-Prone Slope
Mangushev, R. A. (author)
2003
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Prevention of Critical Building Deformations on a Slide-Prone Slope
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