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Selection of rational types of foundations of multistory buildings with the use of monolithic reinforced-concrete structures
Conclusions 1. Box slabs can find wide use as foundations of modern tall buildings constructed under various soil conditions as a construction having exceptionally high rigidity and reliability. 2. The utilization of the useful volume of the construction itself permits locating built-in rooms for various purposes in the foundation, which leads to a considerable economy of the urban area and is especially effective in densely built-up areas. 3. The weight of the foundation can be reduced by improving the methods of calculation and rational design of the slab, which will reduce the consumption of concrete and steel. 4. The high labor requirement of constructing box foundations can be eliminated by using modern methods of erecting monolithic reinforced-concrete structures.
Selection of rational types of foundations of multistory buildings with the use of monolithic reinforced-concrete structures
Conclusions 1. Box slabs can find wide use as foundations of modern tall buildings constructed under various soil conditions as a construction having exceptionally high rigidity and reliability. 2. The utilization of the useful volume of the construction itself permits locating built-in rooms for various purposes in the foundation, which leads to a considerable economy of the urban area and is especially effective in densely built-up areas. 3. The weight of the foundation can be reduced by improving the methods of calculation and rational design of the slab, which will reduce the consumption of concrete and steel. 4. The high labor requirement of constructing box foundations can be eliminated by using modern methods of erecting monolithic reinforced-concrete structures.
Selection of rational types of foundations of multistory buildings with the use of monolithic reinforced-concrete structures
Kamenetskii, F. V. (Autor:in)
1975
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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