A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Relationship of metal depths and subgrade properties for modern highway loads
Inadequacy of present design of flexible pavements; straightline 45° theory of pressure distribution; Boussinesq's distribution of pressure; relationship between wheel load, and intensity of pressure; bearing values and numerical examples; deflection from multiple axles; construction of flexible pavement. (See also - discussion p 379-407)
Relationship of metal depths and subgrade properties for modern highway loads
Inadequacy of present design of flexible pavements; straightline 45° theory of pressure distribution; Boussinesq's distribution of pressure; relationship between wheel load, and intensity of pressure; bearing values and numerical examples; deflection from multiple axles; construction of flexible pavement. (See also - discussion p 379-407)
Relationship of metal depths and subgrade properties for modern highway loads
New Zealand Instn Engrs -- Proc
Hanson, F.M.H. (author)
1948
74 pages
2 Supp plates
Article (Journal)
English
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