TECHNICAL NOTE. CORRELATION BETWEEN CALIFORNIA BEARING RATIO AND DYNAMIC CONE PENETROMETER STRENGTH MEASUREMENT OF SOILS.

Keywords: ROUGHTON, MONASH UNIVERSITY AUSTRALIA, PROPRTY SERVICES AGENCY, CORRELATION, CBR, CALIFORNIA, BEARING, RATIOS, DYNAMICS, CONES, PENETROMETERS, STRENGTH, MEASUREMENT, SOILS, LABORATORIES, INSTRUMENTS, IN SITU, PAVEMENTS, TESTS, ROADS, MOISTURE, DENSITY, PENETRATION, LAYERS, EQUIPMENT, PROBLEMS, INTERPRETATION, VALUE, CLAYS, STIFFNESS, RESIDUAL, LATERAL, PRESSURE, RESTRAINT, MOULDS, MATERIALS, UNBOUND, GRAVEL, RELIABILITY, EFFECT, CONFINEMENT