A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Precast reinforced-concrete foundations with two-block shoe under heavily loaded columns
Experimental and theoretical investigations established that there was no advantage in using foundations with number of layers in excess of two; investigations showed that two-layered foundations for loads up to 3000 ton can be accomplished with shoe consisting of two blocks butted along axis of column; experimental specimen of foundation consisted of two-block shoe and three underneath slabs; foundations with loop joint were tested; projections of reinforcement of shoe and column were welded together; tests were carried out on 120 ton hydraulic press. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (04511)
Precast reinforced-concrete foundations with two-block shoe under heavily loaded columns
Experimental and theoretical investigations established that there was no advantage in using foundations with number of layers in excess of two; investigations showed that two-layered foundations for loads up to 3000 ton can be accomplished with shoe consisting of two blocks butted along axis of column; experimental specimen of foundation consisted of two-block shoe and three underneath slabs; foundations with loop joint were tested; projections of reinforcement of shoe and column were welded together; tests were carried out on 120 ton hydraulic press. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (04511)
Precast reinforced-concrete foundations with two-block shoe under heavily loaded columns
Soil Mech Found Eng
Rivkin, S.A. (author) / Kuznetsov, L.V. (author)
1968
5 pages
Article (Journal)
English
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Precast reinforced-concrete foundations with a two-block shoe under heavily loaded columns
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