Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments-Reference-Cited by-同舟云学术

Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments

Published:2005-07 Issue:7 Volume:131 Page:914-924
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Bumjoo¹²³,Prezzi Monica¹²³,Salgado Rodrigo¹²³

Affiliation:

1. Senior Researcher, Dam Safety Research Center, Korea Institute of Water and Environment, 462-1, Jeonmin-Dong, Yusung-Gu, Daejon, Korea 305-730.

2. Assistant Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A7%28914%29

Reference27 articles.

1. Abernethy R. F. Peterson M. J. and Gibson F. H. (1969). “Major ash constituents in U.S. coals.” Report of Investigation 7240 United States Bureau of Mines Washington D.C.

2. American Coal Ash Association (ACAA). (2001). CCP survey retrieved from ⟨http://www.acaa-usa.org/PDF/ACAA2001CCPSurvey.pdf⟩

3. American Society for Testing and Materials (ASTM). (1963). “Standard test method for particle-size analysis of soils.” Designation D422-63 Philadelphia.

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

5. American Society for Testing and Materials (ASTM). (2000). “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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