Formulation of Mix Design for Asphaltic Incorporation of Hydrocarbon Contaminated Soil-Reference-Cited by-同舟云学术

Formulation of Mix Design for Asphaltic Incorporation of Hydrocarbon Contaminated Soil

Published:2003-04 Issue:2 Volume:15 Page:166-173
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tarefder R. A.¹,Ruckgaber M. E.²,Zaman M.³,Patton D.⁴

Affiliation:

1. Doctoral Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd, 313 Carson Engineering Center, Norman, OK 73019.

2. Undergraduate Research Assistant, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd, 333 Carson Engineering Center, Norman, OK 73019.

3. Kerr-McGee Presidential Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd, 330 Carson Engineering Center, Norman, OK 73019.

4. Project Director, Surbec-ART Environmental LL.C., 3200 Marshall Ave., Suite 200, Norman, OK 73072.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282003%2915%3A2%28166%29

Reference33 articles.

1. American Association of State Highway Transportation Officials (AASHTO). (1999a). “Bulk specific gravity of compacted bituminous mixtures using saturated surface-dry specimen.” Standard specifications for transportation materials and methods of sampling and testing Part 2 T 166 Washington D.C.

2. American Association of State Highway Transportation Officials (AASHTO). (1999b). “Determining plastic limit and plasticity index of soils.” Standard specifications for transportation materials and methods of sampling and testing Part 2 T 90 Washington D.C.

3. American Association of State Highway Transportation Officials (AASHTO). (1999c). “Particle size analysis of soils.” Standard specifications for transportation materials and methods of sampling and testing Part 2 T 88 Washington D.C.

4. American Association of State Highway Transportation Officials (AASHTO). (1999d). “Resistance of compacted bituminous mixtures to moisture induced damaged.” Standard specifications for transportation materials and methods of sampling and testing Part 2 T 283 Washington D.C.

5. American Association of State Highway Transportation Officials (AASHTO). (1999e). “Resistance to abrasion of small-sized coarse aggregate by abrasion and impact in the Los Angeles machine.” Standard specifications for transportation materials and methods of sampling and testing Part 2 T 96 Washington D.C.

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