Laboratory study of feasibility of stabilizing zinc clinker and road millings to produce low-permeability pavement material

Transportation Research Record

Volumn , Issue 1673, 1999, Pages 31-38

  Lawton, Evert C ^a   Heimdal, Tor M ^a   Roadifer, John W ^a   Robinson, Kimberley S ^a  

^a Department of Electrical and Computer Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ADDITION REACTIONS; CEMENT ADDITIVES; COMPOSITION EFFECTS; ENVIRONMENTAL IMPACT; ENVIRONMENTAL PROTECTION; MECHANICAL PERMEABILITY; PORTLAND CEMENT; WEAR OF MATERIALS; ZINC;

CEMENT STABILIZED MATERIALS; ROAD MILLINGS; ZINC CLINKERS;

PAVEMENTS;

EID: 0033203763     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1673-05     Document Type: Article

References (5)

1. Section 4: Construction. In Annual Book of ASTM Standards. ASTM, Philadelphia. 1997.
2. Preparation of Asphalt Emulsion/Dense-Graded Aggregate Laboratory Specimens. Committee D4 Working Document. ASTM, Philadelphia.
3. Thickness Design for Soil-Cement Pavements. Engineering Bulletin EB068.01S. Portland Cement Association, Skokie, Ill., 1970.
4. Mix Design Methods. Report MS-2, 6th ed. Asphalt Institute, Lexington, Ky., 1995.
5. Hicks, R. G., E. S. Richardson, I. J. Huddleston, and N. C. Jackson. Open-Graded Emulsion Mixtures: 25 Years of Experience. Proc., Sixth International Conference on Low-Volume Roads, 1995, pp. 302-315.