A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of pile foundations for instrudial farm buildings
Conclusions 1. For industrial farm buildings of column-beam construction with full frame the most promising foundations are pile-posts of the forced-sinking and the bored types, and for industrial buildings with partial frame, residences, and cultural buildings of up to three stories the following types of foundations offer advantages: short, drilled-bored soil-concrete or cyclopean concrete 0.5–0.8 m in diameter; driven tapered footings 1.5-2-m-long; and prestressed piles without transverse reinforcement. 2. It is necessary to develop methods for calculating driven and bored piles with lengths of 1.5–3 m as well as pile-posts working under the combined effect of vertical and horizontal loads, since the lack of such methods hinders the further introduction of pile foundations in farm construction.
Construction of pile foundations for instrudial farm buildings
Conclusions 1. For industrial farm buildings of column-beam construction with full frame the most promising foundations are pile-posts of the forced-sinking and the bored types, and for industrial buildings with partial frame, residences, and cultural buildings of up to three stories the following types of foundations offer advantages: short, drilled-bored soil-concrete or cyclopean concrete 0.5–0.8 m in diameter; driven tapered footings 1.5-2-m-long; and prestressed piles without transverse reinforcement. 2. It is necessary to develop methods for calculating driven and bored piles with lengths of 1.5–3 m as well as pile-posts working under the combined effect of vertical and horizontal loads, since the lack of such methods hinders the further introduction of pile foundations in farm construction.
Construction of pile foundations for instrudial farm buildings
Zhukov, N. V. (author)
1968
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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