Engineering properties of crushed glass-soil blends

Geotechnical Special Publication

Volumn , Issue 126 I, 2004, Pages 732-739

  Wartman, Joseph ^a,b   Grubb, Dennis G ^c   Strenk, Patrick ^b  

^a Geo Institute   (United States)

^b Drexel University   (United States)

^c Apex Environmental Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AGGREGATES; CRUSHING; FRICTION; GLASS; GRAIN SIZE AND SHAPE; PARAMETER ESTIMATION; STRENGTH OF MATERIALS;

FRICTIONAL STRENGTH; GLASS-SOIL BLENDS; RECYCLING RATES; WASTE INDUSTRIAL GLASS;

SOILS;

EID: 10944243675     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40744(154)60     Document Type: Conference Paper

References (5)

1. Bardet, J. P. (1997) Experimental Soil Mechanics, Prentice Hall, New Jersey.
2. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, D3080-98, ASTM, West Conshohocken, PA.
3. Standard Practice for Description and Identification of Soils (Visual-Manual Procedure, D2488-00, ASTM, West Conshohocken, PA.
4. Test Method for Laboratory Compaction Characteristics of Soil using Modified Effort, D1557-91 (1991), ASTM, West Conshohocken, PA.
5. Wartman, J., Grubb, D. G., and Nasim, A. S. M. (2004) Select engineering characteristics of crushed glass, Journal of Materials in Civil Engineering, ASCE, (in press).