Long-term compressive strength and some other properties of controlled low strength materials made with pozzolanic cement and Class C fly ash

Journal of Hazardous Materials

Volumn 137, Issue 1, 2006, Pages 261-266

  Turkel S ^a  

^a DOKUZ EYLUL UNIVERSITY   (Turkey)

Author keywords

Capillarity; Controlled low strength material; Fly ash; Toxicity; Unconfined compressive strength; Waste minimization

Indexed keywords

CONTROLLED LOW STRENGTH MATERIAL (CLSM); LOAD CARRYING CAPACITY; WASTE MINIMIZATION;

CAPILLARITY; COMPRESSIVE STRENGTH; EXCAVATION; FLY ASH; POZZOLAN; SOILS; TOXICITY;

MATERIALS SCIENCE;

CEMENT; LIMESTONE;

CAPILLARITY; COMPRESSIVE STRENGTH; EXCAVATION; FLY ASH; MATERIALS SCIENCE; POZZOLAN; SOILS; TOXICITY;

ABSORPTION; BACKFILL; CAPILLARITY; CEMENT; COMPACTION; COMPRESSIVE STRENGTH; EXCAVATION; FLY ASH; SOIL; TOXICITY; WASTE MANAGEMENT;

ARTICLE; COMPRESSION; FLY ASH; LOADING TEST; MATERIAL STATE; MECHANICAL STRESS; RECYCLING; SOIL; WASTE MINIMIZATION;

ABSORPTION; CARBON; COMPRESSIVE STRENGTH; CONSERVATION OF NATURAL RESOURCES; CONSTRUCTION MATERIALS; INCINERATION; INDUSTRIAL WASTE; METALS, HEAVY; PARTICULATE MATTER; REFUSE DISPOSAL; SILICON DIOXIDE; SOIL; TIME FACTORS; WATER;

EURASIA; TURKEY;

EID: 33747765247     PISSN: 03043894     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhazmat.2006.01.064     Document Type: Article

References (23)

1. ACI 229R-99 report, Controlled low strength materials, American Concrete Institute, Farmington Hills, MI, USA, 1999.
2. Bhat S.T., and Lovell C.W. Flowable fill using waste foundry sand: a substitute for compacted or stabilized soil. Proceedings of the Testing Soil Mixed with Waste or Recycled Materials (ASTM STP 1275). American Society for Testing and Materials, Conshohocken, PA, USA (1997) 26-41
3. Tikalsky P., Gaffney M., and Regan R. Properties of controlled low strength material containing foundry sand. Am. Concr. Inst. Mater. J. 97 6 (2003) 698-702
4. Gabr M.A., and Bowders J.J. Controlled low-strength material using fly ash and AMD sludge. J. Hazard. Mater. 76 (2000) 251-263
5. Ohlheiser T.R. Utilization of recycled glass as aggregate in CLSM. In: Howard A.K., and Hitch J.L. (Eds). Proceedings of the Design and Application of Controlled Low Strength Materials (Flowable Fill) (ASTM STP 1331) (1998), American Society for Testing and Materials, West Conshohocken, PA, USA 60-64
6. Landwermeyer J.S., and Rice E.K. Comparing quicküset and regular CLSM. Concr. Int. 19 (1997) 34-39
7. Katz A., and Kovler K. Utilization of industrial by-products for the production of controlled low strength materials (CLSM). Waste Manage. 24 (2004) 501-512
8. Cokca E., and Yi{dotless}lmaz Z. Use of rubber and bentonite added fly ash as a liner material. Waste Manage. 24 (2004) 153-164
9. Carlson C.L., and Adriano D.C. Environmental impacts of coal combustion residues. J. Environ. Qual. 22 (1993) 227-247
10. Ferreira C., Ribeiro A., and Ottosen L. Possible applications for municipal solid waste fly ash. J. Hazard. Mater. B 96 (2003) 201-216
11. Pierce C.H., Gassman S.L., and Richards T.M. Long-term strength development of controlled- low strength material. Am. Concr. Inst. Mater. J. 99 2 (2002) 157-164
12. Dockter B. Comparison of dry scrubber and class C fly ash in CLSM application. In: Howard A.K., and Hitch J.L. (Eds). Proceedings of the Design and Application of Controlled Low Strength Materials (Flowable Fill) (ASTM STP 1331) (1998), American Society for Testing and Materials, West Conshohocken, PA, USA 13-26
13. Gianetti F., Rear K., and Callander I.A. Non-shrink flowable fill: a revolutionary cementitious backfill mixture manufactured by ready mix concrete producers. In: Turkish Ready Mixed Concrete Assiciation (Ed). Proceedings of the XIth ERMCO 95. Istanbul, Turkey (1995) 329-336
14. TS EN 197-1, Turkish standard for cement. Part 1. Compositions and conformity criteria for common cements, Ankara, 2002.
15. S. Türkel, The properties of fly ash based controlled low strength materials. Ph.D. Thesis, Graduate School of Natural and Applied Sciences of Dokuz Eylül University, İzmir, 1996.
16. Krell W.C. Flowable fly ash. Concr. Int. 11 (1989) 54-58
17. Fly Ash Design Manual for Road and Site Applications (1986), GAI Consultants Inc., Monroeville, Pennsylvania
18. ASTM D6103-04, Standard test method for flow consistency of controlled low strength material (CLSM), American Society for Testing and Materials, Conshohocken, PA, USA.
19. ASTM, D854-92, Standard test method for specific gravity of soils, Annual Book of ASTM Standards, 1999.
20. TS 4045, Turkish standard for determination of the capillary water absorption of building materials, Ankara, 1984.
21. EPA TCLP 1311, Toxicity characteristic leaching procedure. US Environmental Protection Agency, 1992, Available from http://www.epa.gov/epaoswer/hazwaste/test/pdfs1311.pdf.
22. Maher M.H., and Balaguru P.N. Properties of flowable high-volume fly ash-cement composite. J. Mater. Civil Eng. 5 (1993) 212-225
23. Baradan B. Materials for Civil Engineers. 1st ed. (2003), Dokuz Eylül University Press, İzmir p.394