Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in)
1950
2 pages
Aufsatz (Zeitschrift)
Englisch
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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
|Stable subgrades and road foundation
Engineering Index Backfile | 1929
|