Durability Effects on Resilient Moduli of Stabilized Aggregate Base

Durability Effects on Resilient Moduli of Stabilized Aggregate Base

The effect of wetting/drying and freezing/thawing on the resilient modulus values of Meridian limestone aggregate stabilized with cement-kiln-dust is investigated. Freezing/thawing is found more detrimental than wetting/drying at low deviator stresses. In addition, the stabilized aggregate suffers g...

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Veröffentlicht in:Transportation research record 1999, Vol.1687 (1), p.29-38
Hauptverfasser: Zaman, Musharraf M., Zhu, Jian-Hua, Laguros, Joakim G.
Format: Artikel
Sprache:eng
Schlagworte:
Applied sciences
Buildings. Public works
Earthworks. Foundations. Roadbases
Exact sciences and technology
Road construction. Pavements. Maintenance
Road test: methods, equipments and results
Transportation infrastructure
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creator Zaman, Musharraf M.
Zhu, Jian-Hua
Laguros, Joakim G.
description The effect of wetting/drying and freezing/thawing on the resilient modulus values of Meridian limestone aggregate stabilized with cement-kiln-dust is investigated. Freezing/thawing is found more detrimental than wetting/drying at low deviator stresses. In addition, the stabilized aggregate suffers greater strength reduction during the initial stages of the freeze/thaw test. On the other hand, wetting/drying produces greater strength reduction at high deviator stresses. The layer coefficients of the stabilized aggregate base, which are significantly higher than those of the raw aggregates, are reduced appreciably due to freezing/thawing and wetting/drying.
doi_str_mv 10.3141/1687-04
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subjects Applied sciences
Buildings. Public works
Earthworks. Foundations. Roadbases
Exact sciences and technology
Road construction. Pavements. Maintenance
Road test: methods, equipments and results
Transportation infrastructure
title Durability Effects on Resilient Moduli of Stabilized Aggregate Base
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