PROPERTIES OF ASPHALT-STABILIZED AGGREGATES FROM EVALUATION OF LABORATORY PREPARED SPECIMENS.

Michael Mamlouk, L. E. Wood

Research output: Contribution to journalArticle

Abstract

The tensile and resilient characteristics of the cold-mixed asphalt-stabilized aggregates were investigated in the laboratory using the indirect tensile and resilient modulus techniques. The mixture was also characterized by using the Marshall equipment frequently used in asphalt concrete mix design. Specimens were fabricated with emulsified asphalt, two aggregate types, two emulsion contents, and two initial added moisture contents. The properties of the mixture were evaluated at different curing conditions and test temperatures. Comparisons were made between dry and vacuum saturated specimens to evaluate the moisture resistance of the mixture. Study results are reported.

Original languageEnglish (US)
Pages (from-to)97-103
Number of pages7
JournalGeotechnical Testing Journal
Volume4
Issue number3
StatePublished - Sep 1981
Externally publishedYes

Fingerprint

asphalt
Asphalt
Moisture
Asphalt concrete
Concrete mixtures
emulsion
Emulsions
Curing
moisture content
moisture
Vacuum
evaluation
laboratory
temperature
Temperature

ASJC Scopus subject areas

  • Earth and Planetary Sciences (miscellaneous)
  • Geotechnical Engineering and Engineering Geology

Cite this

PROPERTIES OF ASPHALT-STABILIZED AGGREGATES FROM EVALUATION OF LABORATORY PREPARED SPECIMENS. / Mamlouk, Michael; Wood, L. E.

In: Geotechnical Testing Journal, Vol. 4, No. 3, 09.1981, p. 97-103.

Research output: Contribution to journalArticle

@article{9ba57db21a3d4b91b883d4613c53df43,
title = "PROPERTIES OF ASPHALT-STABILIZED AGGREGATES FROM EVALUATION OF LABORATORY PREPARED SPECIMENS.",
abstract = "The tensile and resilient characteristics of the cold-mixed asphalt-stabilized aggregates were investigated in the laboratory using the indirect tensile and resilient modulus techniques. The mixture was also characterized by using the Marshall equipment frequently used in asphalt concrete mix design. Specimens were fabricated with emulsified asphalt, two aggregate types, two emulsion contents, and two initial added moisture contents. The properties of the mixture were evaluated at different curing conditions and test temperatures. Comparisons were made between dry and vacuum saturated specimens to evaluate the moisture resistance of the mixture. Study results are reported.",
author = "Michael Mamlouk and Wood, {L. E.}",
year = "1981",
month = "9",
language = "English (US)",
volume = "4",
pages = "97--103",
journal = "Geotechnical Testing Journal",
issn = "0149-6115",
publisher = "American Society for Testing and Materials",
number = "3",

}

TY - JOUR

T1 - PROPERTIES OF ASPHALT-STABILIZED AGGREGATES FROM EVALUATION OF LABORATORY PREPARED SPECIMENS.

AU - Mamlouk, Michael

AU - Wood, L. E.

PY - 1981/9

Y1 - 1981/9

N2 - The tensile and resilient characteristics of the cold-mixed asphalt-stabilized aggregates were investigated in the laboratory using the indirect tensile and resilient modulus techniques. The mixture was also characterized by using the Marshall equipment frequently used in asphalt concrete mix design. Specimens were fabricated with emulsified asphalt, two aggregate types, two emulsion contents, and two initial added moisture contents. The properties of the mixture were evaluated at different curing conditions and test temperatures. Comparisons were made between dry and vacuum saturated specimens to evaluate the moisture resistance of the mixture. Study results are reported.

AB - The tensile and resilient characteristics of the cold-mixed asphalt-stabilized aggregates were investigated in the laboratory using the indirect tensile and resilient modulus techniques. The mixture was also characterized by using the Marshall equipment frequently used in asphalt concrete mix design. Specimens were fabricated with emulsified asphalt, two aggregate types, two emulsion contents, and two initial added moisture contents. The properties of the mixture were evaluated at different curing conditions and test temperatures. Comparisons were made between dry and vacuum saturated specimens to evaluate the moisture resistance of the mixture. Study results are reported.

UR - http://www.scopus.com/inward/record.url?scp=0019613537&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0019613537&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0019613537

VL - 4

SP - 97

EP - 103

JO - Geotechnical Testing Journal

JF - Geotechnical Testing Journal

SN - 0149-6115

IS - 3

ER -