A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete bridge deck placed on gravel fill
Bridge deck was placed on fill consisting of 30,000 tons of type 1 gravel compacted 95% Proctor density for bulk, and to 100% Proctor for last 2 ft at top, in underpass project near Winnipeg, Man, because poor loadbearing qualities of soil presented extreme danger of settlement, ruling out use of customary falsework to pour heavy concrete deck; pile driving for retaining wall described.
Concrete bridge deck placed on gravel fill
Bridge deck was placed on fill consisting of 30,000 tons of type 1 gravel compacted 95% Proctor density for bulk, and to 100% Proctor for last 2 ft at top, in underpass project near Winnipeg, Man, because poor loadbearing qualities of soil presented extreme danger of settlement, ruling out use of customary falsework to pour heavy concrete deck; pile driving for retaining wall described.
Concrete bridge deck placed on gravel fill
Eng Contract Rec
Gahbauer, S.F. (author)
1963
3 pages
Article (Journal)
English
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Reinforced-concrete piles in gravel fill at Vancouver
| Engineering Index Backfile | 1928
Reinforced-concrete piles in gravel fill at Vancouver
| Engineering Index Backfile | 1928
Reinforced-concrete piles in gravel fill at Vancouver
| Engineering Index Backfile | 1928
Reinforced-concrete piles in gravel fill at Vancouver
| Engineering Index Backfile | 1928
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