Incorporating a fly-ash stabilised layer into pavement design

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 157, Issue 4, 2004, Pages 239-249

  Bin Shafique, S ^a   Edil, T B ^b   Benson, C H ^b   Senol, A ^c  

^a UNIVERSITY OF TEXAS AT SAN ANTONIO   (United States)

^b University of Wisconsin Madison   (United States)

^c ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Pavement design; Roads highways; Strength testing of materials

Indexed keywords

BEARING CAPACITY; GEOTECHNICAL ENGINEERING; PAVEMENTS; RECONSTRUCTION (STRUCTURAL); STABILIZATION;

CALIFORNIA BEARING RATIO (CBR); RESILIENT MODULUS; STABILISED LAYERS;

FLY ASH;

DESIGN; FLY ASH; PAVEMENT; PERFORMANCE ASSESSMENT;

NORTH AMERICA; UNITED STATES; WESTERN HEMISPHERE; WISCONSIN; WORLD;

EID: 8744284325     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/geng.2004.157.4.239     Document Type: Article

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