A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Problem is discussed with reference to concrete and bituminous roads; max shear stress/depth curves for 9000-lb and 12,000-lb wheel loads; design curves for roads based on California Bearing ratio method; variation of California Bearing ratio of saturated, remolded specimens of clay with moisture content.
Problem is discussed with reference to concrete and bituminous roads; max shear stress/depth curves for 9000-lb and 12,000-lb wheel loads; design curves for roads based on California Bearing ratio method; variation of California Bearing ratio of saturated, remolded specimens of clay with moisture content.
Road construction on clay subgrades
Surveyor
Maclean, D.J. (author)
1950
2 pages
Article (Journal)
English
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| Engineering Index Backfile | 1938
Stable subgrades and road foundation
| Engineering Index Backfile | 1929
Stable subgrades and road foundation
| Engineering Index Backfile | 1929