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A platform for research: civil engineering, architecture and urbanism
Experience gained in constructing an industrial complex on an artificial bed
Conclusions The results of observations on the settlements and the variation in the compressibility of the bed and the body of the fill suggest that use of foundations on piles driven into the bedrock for buildings and structures raised on sections of fill with an extended period of stabilization of bed settlements, and also the placement of a fill using sand and blast-furnace slag, made it possible to ensure adequate reliability of the industrial project.The raising of complex buildings and structures with the foundations supported on a systematically constructed fill of great thickness is possible without special structural measures, if the thickness of the fill varies within a small range (up to 10–30%) and consolidation of the soil is basically terminated prior to completion of construction of the buildings and structures.Continuous observation of possible variation in the density, moisture content, and deformability of the fills and underlying soils, especially in the presence of an unstable hydrogeologic regime at the construction site, is necessary in working on site preparation, the placement of fills, and the building of structures on them.
Experience gained in constructing an industrial complex on an artificial bed
Conclusions The results of observations on the settlements and the variation in the compressibility of the bed and the body of the fill suggest that use of foundations on piles driven into the bedrock for buildings and structures raised on sections of fill with an extended period of stabilization of bed settlements, and also the placement of a fill using sand and blast-furnace slag, made it possible to ensure adequate reliability of the industrial project.The raising of complex buildings and structures with the foundations supported on a systematically constructed fill of great thickness is possible without special structural measures, if the thickness of the fill varies within a small range (up to 10–30%) and consolidation of the soil is basically terminated prior to completion of construction of the buildings and structures.Continuous observation of possible variation in the density, moisture content, and deformability of the fills and underlying soils, especially in the presence of an unstable hydrogeologic regime at the construction site, is necessary in working on site preparation, the placement of fills, and the building of structures on them.
Experience gained in constructing an industrial complex on an artificial bed
Shvets, V. B. (author) / Lyubich, L. G. (author) / Alekseev, A. I. (author) / Gol'dshtein, V. M. (author) / Mazo, B. M. (author) / Kushner, S. G. (author)
1984
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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