Issue Section:
Closure
References
1.
Benefield
, L. D.
, Judkins
, J. F.
, and Weand
, B. L.
, 1982
, “Process Chemistry for Water and Wastewater Treatment
,” Prentice-Hall, Inc.
, Englewood Cliffs, NJ
.2.
Chandrakaran
, S.
and Nambiar
, M. R. M.
, 2000
, “Ground Improvement Using Lime-Fly Ash Column Method
.” In: Geoengineering in Arid Lands, A. M. O.
Mohamed
and K. I.
Al Hosani
, Eds., A. A.
Balkema
, Rotterdam, The Netherlands
, pp. 139
–141
.3.
Davidson
, D. T.
and Handy
, R. L.
, 1960
, “Lime and Lime-Pozzolan Stabilization
,” Highway Engineering Handbook
, McGraw Hill
, New York, NY
, pp. 21
–98
.4.
Hossein
, M.
, Mohamed
, A. M. O.
, Hassani
, F. P.
, and Elbadri
, H. A.
, 1999
, “Ettringite Formation in Lime-Remediated Mine Tailings: II. Experimental Study
,” CIM Bulletin
, Vol. 92
, No. 1029
, pp. 75
–80
.5.
Hossein
, M.
, 2002
, “The Role of Ettringite Formation in Stabilization/Solidification of Sulfide-Bearing Tailings
,” Ph.D. Thesis, McGill University
, Montreal, Canada.6.
Joshi
, R. C.
, Natt
, G. S.
, and Wright
, P. J.
, 1981
, “Soil Improvement by Lime Fly Ash Slurry Injection
,” XI International Conference on Soil Mechanics and Foundation Engineering
, Stockholm
, Vol. 1
, No. 3, pp. 707
–712
.7.
Martell
, A. E.
and Smith
, R. M.
, 1976
, Critical Stability Constants, Inorganic Ligands
, Vol. 4
, Plenum Press
, New York
.8.
Martell
, A. E.
and Smith
, R. M.
, 1982
, Critical Stability Constants, First Supplement
, Vol. 5
, Plenum Press
, New York
.9.
MEND
, 1991
, Proceedings of the Second International Conference On The Abatement of Acidic Drainage
, Vols. 1–4
, 16–18
, 09
1991
, Montreal, Quebec, Canada
.10.
Mohamed
, A. M. O.
, 2003
, “Geoenvironmental Aspects of Chemically Based Ground Improvement Techniques for Pyretic Mine Tailings
,” Journal of Ground Improvement
, Vol. 7
, No. 2
, pp. 73
–85
.11.
Mohamed
, A. M. O.
and Antia
, H. E.
, 1998
, Geoenvironmental Engineering
, Elsevier
, Amsterdam
.12.
Mohamed
, A. M. O.
, Boily
, J. F.
, Hossein
, M.
, and Hassani
, F. P.
, 1995
, “Ettringite Formation in Lime-Remediated Mine Tailings: I. Thermodynamic Modeling
,” CIM Bulletin
, Vol. 88
, No. 995
, pp. 69
–75
.13.
Mohamed
, A. M. O.
, Hossein
, M.
, and Hassani
, F. P.
, 2003
, “Role of Fly Ash and Aluminum Addition on Ettringite Formation in Lime-Remediated Mine Tailings
,” Cement, Concrete, and Aggregates
, December Vol. 25
, No. 2
, pp. 49
–58
.14.
Okumura
, T.
and Terashi
, M.
, 1975
, “Deep Lime Method of Stabilization of Soft Marine Clays
,” Proceedings, 5th Asian Regional Conference on Soil Mechanics and Foundation Engineering
, Bangalore, India
.15.
Osman
, M. M. A.
, 2000
, “Effects of Added Lime on the Soil Engineering Properties
,” In: Geoengineering in Arid Lands
, A. M. O.
Mohamed
and K. I.
Al Hosani
, Eds., A. A.
Balkema
, Rotterdam, The Netherlands, pp. 125
–131
.16.
Sivapullaiah
, P.V.
, Sridharan
, A.
, and Ramesh
, H. N.
, 1995
, “Mechanisms Controlling the Index Properties of Lime Treated Black Cotton Soil in the Presence of Sulphate
,” Indian Geotechnical Journal
, Vol. 25
, pp. 379
–394
.17.
Sivapullaiah
, P. V.
, Sridharan
, A.
, and Ramesh
, H. N.
, 2000
, “Effects of Sulphate on the Properties of Lime Stabilised Kaolinite Soil
,” In: Geoengineering in Arid Lands
, A.M. O.
Mohamed
and K. I.
Al Hosani
, Eds., A. A.
Balkema
, Rotterdam, The Netherlands, pp. 149
–154
.18.
Thompson
, M. R.
, 1964
, “The Significance of Soil Properties in Lime-Soil Stabilization
,” Civil Engineering Studies, Highway Engineering Series
No. 13, Illinois Cooperative Highway Research Program Series
No. 23, University of Illinois
, Urbana, IL
.
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