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Comparison of Cyclic Triaxial Behavior of Unbound Granular Material under Constant and Variable Confining Pressure
Publisher: American Society of Civil Engineers
Abstract: Cyclic stresses due to passing wheels impose an accumulation of permanent strains in layers of unbound granular materials (UGMs) of flexible pavements. The hollow cylinder triaxial test would be the most appropriate test ...
Prediction of Permanent Deformations in Pavements Using a High-Cycle Accumulation Model
Publisher: American Society of Civil Engineers
Abstract: The present paper discusses the application of a high-cycle accumulation (HCA) model originally developed for sand for the prediction of permanent deformations in an unbound granular material (UGM) used for base and subbase ...
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