Strength and Deformational Characteristics of Foamed Bitumen Mixes under Suboptimal Conditions

Journal of Transportation Engineering

Volumn 137, Issue 1, 2010, Pages 1-10

  Gonzalez, Alvaro ^a   Cubrinovski, Misko ^b   Pidwerbesky, Bryan ^c   Alabaster, David ^d  

^a Australian Road Research Board ^*  (Australia)

^b UNIVERSITY OF CANTERBURY   (New Zealand)

^c FULTON HOGAN LTD   (New Zealand)

^d New Zealand Transport Agency   (New Zealand)

Author keywords

Foamed bitumen; Laboratory testing; New Zealand; Pavements; Strength; Stress analysis

Indexed keywords

CONSTRUCTION PRACTICE; FOAMED BITUMEN; INDIRECT TENSILE STRENGTH; LABORATORY STUDIES; LABORATORY TEST; LABORATORY TESTING; LOADING REGIMES; MOISTURE CONTENTS; MONOTONIC LOAD; NEW ZEALAND; PEAK STRENGTH; PERMANENT DEFORMATIONS; RECYCLING TECHNIQUES; ROAD PAVEMENTS; STRENGTH; STRESS DIAGRAM; STRESS PATHS; SUBOPTIMAL CONDITIONS;

BITUMINOUS MATERIALS; COMPRESSIVE STRENGTH; LABORATORIES; PAVEMENTS; STRESS ANALYSIS; TESTING;

TENSILE STRENGTH;

BITUMEN; CEMENT; COMPRESSIVE STRENGTH; DEFORMATION; LOADING; MOISTURE CONTENT; PAVEMENT; STRESS ANALYSIS; TENSILE STRENGTH;

NEW ZEALAND;

EID: 78650257453     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)TE.1943-5436.0000185     Document Type: Article

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