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On the rational range of application of different designs of pile foundations for residential construction in weak soils
Conclusions 1. At the present time, sectional driven piles of continuous square cross section are economically the most expedient for foundations supporting large-panel 9- and 16-story apartment houses built on weak soils of considerable thickness (more than 12–16 m). 2. Of the square sectional pile designs employed in the USSR, the most technically rational and economically effective design is the sectional driven pile with a socket splice. 3. A material-technical base now exists for the widespread use of square sectional piles. General-contracting organizations maintain pile-driving equipment in their inventory, all reinforced-concrete-products plants produce square driven piles, and an effective and reliable splice design has been developed. 4. To increase the installation efficiency of pile foundations for buildings constructed on weak soils of considerable thickness, it is necessary to develop working drawings of type designs for square sectional piles, type plans for the foundations of apartment houses which are constructed of square sectional piles, estimated norms for their embedment at the construction site, and recommendations for the range of their rational application.
On the rational range of application of different designs of pile foundations for residential construction in weak soils
Conclusions 1. At the present time, sectional driven piles of continuous square cross section are economically the most expedient for foundations supporting large-panel 9- and 16-story apartment houses built on weak soils of considerable thickness (more than 12–16 m). 2. Of the square sectional pile designs employed in the USSR, the most technically rational and economically effective design is the sectional driven pile with a socket splice. 3. A material-technical base now exists for the widespread use of square sectional piles. General-contracting organizations maintain pile-driving equipment in their inventory, all reinforced-concrete-products plants produce square driven piles, and an effective and reliable splice design has been developed. 4. To increase the installation efficiency of pile foundations for buildings constructed on weak soils of considerable thickness, it is necessary to develop working drawings of type designs for square sectional piles, type plans for the foundations of apartment houses which are constructed of square sectional piles, estimated norms for their embedment at the construction site, and recommendations for the range of their rational application.
On the rational range of application of different designs of pile foundations for residential construction in weak soils
Bakholdin, B. V. (author) / Il'kevich, L. Ya. (author)
1977
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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