A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Moisture, Density and Slope Requirements in High Fills
Eight soils commonly used in highway construction in Missouri were selected for study based on diversity in geologic origin, areal distribution and range in physical characteristics. Physical indices, consolidation and shear strength characteristics were determined. Theoretical pore pressures possible in field conditions were calculated based upon procedures outlined by Hilf. Effective stress stability analyses were performed to relate molding moisture at constant compactive effort to height to fill, angle of slope and factor of safety.
Moisture, Density and Slope Requirements in High Fills
Eight soils commonly used in highway construction in Missouri were selected for study based on diversity in geologic origin, areal distribution and range in physical characteristics. Physical indices, consolidation and shear strength characteristics were determined. Theoretical pore pressures possible in field conditions were calculated based upon procedures outlined by Hilf. Effective stress stability analyses were performed to relate molding moisture at constant compactive effort to height to fill, angle of slope and factor of safety.
Moisture, Density and Slope Requirements in High Fills
1974
48 pages
Report
No indication
English
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