Harald Westergaard
Abstract
TESTS AND ANALYSES HAVE SHOWN THAT CONCRETE PAVEMENT SHOULD BE DESIGNED ON THE FOLLOWING PRINCIPLES: THICKENED EDGE; SMOOTH SUBGRADE; SMOOTH TOP SURFACE; CENTER JOINT FOR TWO LANE PAVEMENT; SUFFICIENT THICKNESS FOR A MARGIN OF SAFETY TO RESIST BENDING STRESSES.
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TESTS AND ANALYSES HAVE SHOWN THAT CONCRETE PAVEMENT SHOULD BE DESIGNED ON THE FOLLOWING PRINCIPLES: THICKENED EDGE; SMOOTH SUBGRADE; SMOOTH TOP SURFACE; CENTER JOINT FOR TWO LANE PAVEMENT; SUFFICIENT THICKNESS FOR A MARGIN OF SAFETY TO RESIST BENDING STRESSES.
Key concepts: Subgrade, Structural engineering, Section (typography), Joint (building), Enhanced Data Rates for GSM Evolution, Resist, Geology, Geotechnical engineering