A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Load-deflection characteristics of soil-cement pavements
Results of study carried out to develop relationship between load and deflection for soil-cement; equation was derived which predicts load capacity as function of deflection, thickness of soil-cement, radius of bearing area, and modulus of subgrade reaction; comparison between load capacity of soil-cement and high-quality granular material indicated that if deflections were maintained equal, capacity of soil-cement was 1.5 times greater for 4-in. and 3.3 times greater for 10-in. base thicknesses.
Load-deflection characteristics of soil-cement pavements
Results of study carried out to develop relationship between load and deflection for soil-cement; equation was derived which predicts load capacity as function of deflection, thickness of soil-cement, radius of bearing area, and modulus of subgrade reaction; comparison between load capacity of soil-cement and high-quality granular material indicated that if deflections were maintained equal, capacity of soil-cement was 1.5 times greater for 4-in. and 3.3 times greater for 10-in. base thicknesses.
Load-deflection characteristics of soil-cement pavements
Nat Research Council -- Highway Research Board -- Research Rec
Nussbaum, P.J. (author) / Larsen, T.J. (author)
1965
14 pages
Article (Journal)
English
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