Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of soil compaction of tire pressure and number of coverages of rubber-tired rollers and foot-contact pressure of sheepsfoot rollers
Laboratory and field compacted samples of clay were subjected to water content, density, CBR, and triaxial shear tests; it was found that increasing number of coverages or tire pressure of rubber-tired roller, within limits used in this study, results in higher maximum densities at lower optimum water contents.
Effect of soil compaction of tire pressure and number of coverages of rubber-tired rollers and foot-contact pressure of sheepsfoot rollers
Laboratory and field compacted samples of clay were subjected to water content, density, CBR, and triaxial shear tests; it was found that increasing number of coverages or tire pressure of rubber-tired roller, within limits used in this study, results in higher maximum densities at lower optimum water contents.
Effect of soil compaction of tire pressure and number of coverages of rubber-tired rollers and foot-contact pressure of sheepsfoot rollers
U S Waterways Experiment Station -- Tech Memo
1956
73 pages
Aufsatz (Zeitschrift)
Englisch
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