Mechanical durability of expanded shale lightweight aggregate

Geotechnical Testing Journal

Volumn 22, Issue 4, 1999, Pages 329-333

  Valsangkar, Arun J ^a   Holm, Thomas A ^b  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

^b Expanded Shale Clay and Slate Institute (ESCSI)   (United States)

Author keywords

Compression test; Lightweight aggregate; Mechanical durability; Shear test

Indexed keywords

AGGREGATES; COMPRESSION TESTING; SHALE;

CYCLIC COMPRESSION; DIRECT SHEAR TEST; LABORATORY STUDIES; LIGHT WEIGHT AGGREGATE; LOADING CONDITION; MECHANICAL DURABILITY; ONE-DIMENSIONAL COMPRESSIONS; SHEAR TESTS;

DURABILITY;

EID: 2142847450     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj11246j     Document Type: Article

References (5)

1. Bowders, J. J., Tan, J. P., and Daniel, D. E., 1997, "Expanded Clay and Shale Aggregates for Leachate Collection Systems," Journal of Geotechnical and Geoenvironmental Engineering, Proceedings of ASCE, Vol. 123, No. 11, November, pp. 1030-1034.
2. Cedergren, H. R., 1989, Seepage, Drainage and Flow Nets, Wiley, New York.
3. Mills, B. N., 1993, "Geotechnical Properties of Lightweight Aggregate," BScE Report, Department of Civil Engineering, University of New Brunswick, Fredericton, Canada.
4. Subramanian, R., 1995, "Large Scale Pullout and Shear Tests on Geogrid Reinforced Lightweight Aggregates," Proceedings, Geosynthetics '95, pp. 1179-1193.
5. Valsangkar, A. J. and Holm, T. A., 1990, "Geotechnical Properties of Expanded Shale Lightweight Aggregate," Geotechnical Testing Journal, Vol. 13, No. 1, pp. 10-15.