Construction of an Embankment with a Fly and Bottom Ash Mixture: Field Performance Study-Reference-Cited by-同舟云学术

Construction of an Embankment with a Fly and Bottom Ash Mixture: Field Performance Study

Published:2009-06 Issue:6 Volume:21 Page:271-278
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yoon Sungmin¹²²³⁴,Balunaini Umashankar¹²²³⁴,Yildirim Irem Z.¹²²³⁴,Prezzi Monica¹²²³⁴,Siddiki Nayyar Z.¹²²³⁴

Affiliation:

1. Research Associate, Louisiana Transportation Research Center, Baton Rouge, LA 70808.

2. Doctoral Student, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

3. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

4. Division of Materials and Tests, Indiana Dept. of Transportation, Indianapolis, IN 46219-038.

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%282009%2921%3A6%28271%29

Reference26 articles.

1. Alleman E. J. Fox P. J. and Battista D. D. (1996). “Performance evaluation of highway embankment constructed using coal ash.” Joint Highway Research Project Final Rep. No. FHWA/IN/JHRP-96/5 School of Civil Engineering Purdue Univ. W. Lafayette Ind.

2. American Coal Ash Association (ACAA). (2005). “CCP survey.” ⟨http://www.acaa-usa.org/⟩ (Dec. 11 2008).

3. American Society for Testing and Materials (ASTM). (2000a). “Standard test methods for specific gravity of soil solids by water pycnometer.” Designation D854-00 Philadelphia.

4. American Society for Testing and Materials (ASTM). (2000b). “Standard test method for determination of water (moisture) content of soil by the microwave oven heating.” Designation D4643-00 Philadelphia.

5. American Society for Testing and Materials (ASTM). (2000c). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf∕ ft3 (600 kN-m∕ m3 ) ) .” Designation D698-00a Philadelphia.

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