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A platform for research: civil engineering, architecture and urbanism
Piled foundations for grain elevators (discussion)
Conclusions The use of pile foundations in the construction of grain elevators is a progressive development, as it allows:earthworks to be almost completely eliminated, and more favorable working conditions to be created;the work input to be lowered;the outlay on concrete to be reduced;the silo height and, consequently, the building capacity also, to be increased; and, in so doing, to discard "superfluous" subsilo and supersilo stories, and also to interlock the buildings without gaps, which lengthen the very highly strained technological communications. The use of piled foundations for grain elevators is particulary advantageous in soils which are prone to slump-type settlement.
Piled foundations for grain elevators (discussion)
Conclusions The use of pile foundations in the construction of grain elevators is a progressive development, as it allows:earthworks to be almost completely eliminated, and more favorable working conditions to be created;the work input to be lowered;the outlay on concrete to be reduced;the silo height and, consequently, the building capacity also, to be increased; and, in so doing, to discard "superfluous" subsilo and supersilo stories, and also to interlock the buildings without gaps, which lengthen the very highly strained technological communications. The use of piled foundations for grain elevators is particulary advantageous in soils which are prone to slump-type settlement.
Piled foundations for grain elevators (discussion)
Kondratyuk, G. G. (author)
1971
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
On the paper, "piled foundations for grain elevators" by G. G. Kondratyuk
Online Contents | 1972
| Engineering Index Backfile | 1942
| Engineering Index Backfile | 1942
| Engineering Index Backfile | 1942
| Engineering Index Backfile | 1935