Limit-State Curve of Base-Course Material and Its Relevance for Resilient Modulus Testing
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 2
Abstract
The limit state characteristics of base-course granular materials were obtained using a typical triaxial testing equipment devoted to the measurement of resilient modulus. Accurate monitoring of axial strain during isotropic and anisotropic compression was used to determine the stress conditions where significant irrecoverable strains occur for samples prepared by static compression, Proctor rammer, and vibratory compaction. The limit state curve is highly anisotropic, centered about the line. It is sensitive to sample preparation technique and fines content. The Strategic Highway Research Program (SHRP) procedure corresponds to stress paths during conditioning and repeated loading that remain within the limit state curve of the control base course material containing 3.5% fines. The resilient modulus values reflect henceforth the behaviour of the same material with its original particle contact distribution. The Laboratoires des Ponts et Chaussées (LCPC) procedure is characterized by stress paths that cross the original limit state curve of the Proctor compacted samples. Particle contact distribution changes thus continuously as the limit state curve expands in response to the various stress paths used in this procedure. The resilient modulus values correspond to samples with different fabrics. A simple procedure based on isotropic loading has been proposed for the determination of a simplified limit state curve of base course materials with the intent of specifying the testing conditions for obtaining adequate resilient modulus values.
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Acknowledgments
This research work was funded through the NSERC industrial chair (Chaire de Recherche sur l’Exploitation des Infrastructures soumises au Gel, CREIG) and a scholarship from FCAR: The writers wish to acknowledge the contributions of F.D. Gilbert (Univ. Laval) in the laboratory. Thanks also to J. Parent for drafting.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 2 • February 2006
Pages: 173 - 182
Copyright
© 2006 ASCE.
History
Received: Jun 7, 2004
Accepted: Jul 26, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006
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