Modification of hydraulic conductivity in granular soils using waste materials

Waste Management

Volumn 24, Issue 5, 2004, Pages 491-499

  Akbulut, S ^a   Saglamer, A ^b  

^a ATATÜRK UNIVERSITY   (Turkey)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Clay; Fly ash; Hydraulic conductivity; Silica fume; Soil; Waste material

Indexed keywords

FLY ASH; GEOTECHNICAL ENGINEERING; GROUTING; HYDRAULIC CONDUCTIVITY; SILICA; SOILS;

CEMENT-BASED GROUTS; SILICA FUMES; SOIL TREATMENT;

WASTE MANAGEMENT;

CEMENT; SILICON DIOXIDE;

FLY ASH; GEOTECHNICAL ENGINEERING; HYDRAULIC CONDUCTIVITY; SILICA; SOIL AMENDMENT; WASTE DISPOSAL;

ARTICLE; CHEMICAL MODIFICATION; CLAY; FLUIDIZATION; FLY ASH; GEOSTATISTICAL ANALYSIS; HYDRAULIC CONDUCTIVITY; PHYSICAL PARAMETERS; POLLUTION; PRESSURE; PRIORITY JOURNAL; SOIL; SOIL STRUCTURE;

ALUMINUM SILICATES; CARBON; CEMENTATION; INDUSTRIAL WASTE; PARTICLE SIZE; PARTICULATE MATTER; PERMEABILITY; SILICON DIOXIDE; SOIL; TIME FACTORS; WASTE MANAGEMENT; WATER MOVEMENTS;

FRAXINUS;

EID: 2142845953     PISSN: 0956053X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.wasman.2004.01.002     Document Type: Article

References (26)

1. Aitcin, P.C., Ballivy, G., Parizeau, R., 1984. The use of condensed silica fume in grouting. Innovative Cement Grouting. Publication SP-83. ACI. Detroit MI, USA, 1-18.
2. Akbulut S., Saglamer A. Estimating the groutability of granular soils: a new approach. Tunneling and Underground Technology. 17(4):2002;371-380
3. Akbulut, S., 1999. Improvement of geotechnical properties of granular soils by grouting. PhD Thesis. The Institute of The Technical University of Istanbul. Turkey.
4. Akbulut, S., Saglamer, A., 1999. Improvement techniques using in soil improvement. Tenth symposium of Turkish society of civil engineering. Isparta, Turkey, 427-439.
5. Bell, F.G., 1993. Engineering treatment of soils. Published by E&FN Spon. London, 10-160.
6. Bentur A., Cohen M.D. Effect of condensed silica fume on the microstructure of the interfacial zone in Portland cement mortar. J. Am. Ceramic Soc. 70:1987;738-743
7. Borden, R., Groome, M.D., 1984. Influence of bentonite cement on the pumpability of compaction grouts. Innovative cement grouting. ACI. Publication SP-83. Detroit, MI, USA, 115-129.
8. Cabrera J.K., Gray M.M. Specific surface, pozzolanic activity and composition of pulverized fuel ass. Fuel J. 52:1973;213-215
9. Carette G., Bilodeau A., Chevrier R., Malhotra V.M. Mechanical properties of concrete incorporating high volumes of fly ash from sources in the US. ACI Materials J. 90:1993;535-544
10. Desjardin V., Bayard R., Huck N., Manceau A., Gourdon R. Effect of microbial activity on the mobility of chromium in soils. Waste Management. 22:2002;195-200
11. Hassan K.E., Cabrera J.G., Maliehe R.S. The effect of mineral admixtures on the properties of high-performance concrete. Cement and Concrete Research. 22:2000;267-271
12. Helal M., Krizek R.J. Preferred orientation of pore structure in cement - grouted sand, Grouting. Soil Improvement and Geosynthetics. Geotechnical Engineering Division of ASCE. Louisiana, USA. 2:1992;526-539
13. Incecik M., Ceren I. Cement grouting model tests. Bulletin of The technical University of Istanbul. Turkey. 48:1995;305-317
14. Krizek R.J., Michel D.F., Helal M., Borden R.H. Engineering properties of acrylate polymer grout. Grouting, Soil Improvement and Geosynthetics. Geotechnical Engineering Division of ASCE. Louisiana, USA. 2:1992;712-724
15. Kutzner C. Grouting of rock and soil. Balkema, Netherlands. 1996;10-195
16. Malhotra, V.M., Carette, G., 1982. Silica fume Concrete, Properties, Applications and Limitations. 10th Annual Meeting of the Institute of Concrete Technology. Slough. England, 1-23.
17. Martin-Garin A., Gaudet J.P., Charlet L., Vitart X. A dynamic study of the sorption and the transport processes of cadmium in calcareous sandy soils. Waste Management. 22:2002;201-207
18. Neville A., Aitcin P.C. High performance concrete- an overview. Mater. Struct. Journal. 31:1998;111-117
19. Ozbayoglu, F.U., 1993. Usage of fly ashes with addictive bentonite, lime and cement in stabilization of sandy soils. Symposium on the Usage of Industrial Wastes in Construction Areas. Ankara. Turkey, 103-117.
20. Pope W.A., Jennings M.H. The influence of mixing on the microstructure of the cement paste-aggregate interfacial zone and on the strength of mortar. J. Mat. Sci. 27:1992;6452-6462
21. Ravina D. Optimized determination of PFA fineness with reference to pozzolanic activity. Cement and Concrete Research. 10:1980;573-580
22. Sandra T., Jeffrey C.E. The effects of fillers and admixtures on grout performance. Grouting Soil Improvement and Geosynthetics. Geotechnical Engineering Division of ASCE. Louisiana, USA. 1:1992;337-349
23. Schwarz L.G., Krizek R.J. Effects of mixing on rheological properties of microfine cement grout. Grouting, Soil Improvement and Geosynthetics. Geotechnical Engineering Division of ASCE. Louisiana, USA. 2:1992;513-525
24. Shroff, A.V., Shah, D.L., 1993. Grouting technology in tunneling and dam construction. Balkema Publishers. Brookfield, 20-490.
25. Vipulanandan C., Shenoy S. Properties of cement grouts and grouted sands with additives. Grouting, Soil Improvement and Geosynthetics. Geotechnical Engineering Division of ASCE. Louisiana, USA. 2:1992;500-511
26. Wong Y.L., Lam L., Poon C.S., Zhou F.P. Properties of fly ash-modified cement mortar-aggregate interfaces. Cement and Concrete Research. 29:1999;1905-1913