A platform for research: civil engineering, architecture and urbanism
Soil Shrinkage Damages Shallow Foundations at Ottawa, Canada
A survey of residential buildings in central Ottawa revealed a wide range of damage intensity due to settlement. The maximum angular deformation for no damage conditions in brick houses appeared to be 1/180. Greater angular deformations produced cracks in the exterior walls. Laboratory racking tests carried out by the U.S. National Bureau of Standards showed that masonry walls could only withstand deformations of 1/1000, although wood frame walls could withstand much greater deformations without damage. (Author)
Soil Shrinkage Damages Shallow Foundations at Ottawa, Canada
A survey of residential buildings in central Ottawa revealed a wide range of damage intensity due to settlement. The maximum angular deformation for no damage conditions in brick houses appeared to be 1/180. Greater angular deformations produced cracks in the exterior walls. Laboratory racking tests carried out by the U.S. National Bureau of Standards showed that masonry walls could only withstand deformations of 1/1000, although wood frame walls could withstand much greater deformations without damage. (Author)
Soil Shrinkage Damages Shallow Foundations at Ottawa, Canada
M. Bozozuk (author)
1962
7 pages
Report
No indication
English
Civil Engineering , Structural Mechanics , Foundations(Structures) , Soils , Shrinkage , Particle size , Cracks , Deformation , Structures , Housing , Brick , Intensity , Walls , Fiberboard , Plywood , Mineral products , Wood , Moisture , Structural properties , Construction materials , Canada , Reprints , Graphs(Charts)
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