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

Abstract

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... Show All