SRCosmos:

Order of appearence	Full citation	SRCosmos Link
1	Grubb DG, Gallagher PM, Wartman J, Liu Y, Carnivale-Iii M, (2006a) Laboratory evaluation of crushed glass-dredged material blends, J. Geotech. Geoenviron. Eng., 132(5): 562-576.
2	Grubb DG, Davis A, Sands SC, Carnivale-Iii M, Wartman J, Gallagher PM, (2006b) Field evaluation of crushed glass-dredged material blends, J. Geotech. Geoenviron. Eng., 132(5): 577-590.
3	Grubb DG, Davis A, Sands SC, Carnivale-Iii M, Wartman J, Gallagher PM, (2007a) Errata for: Field evaluation of crushed glass-dredged material blends, J. Geotech. Geoenviron. Eng., 133(1): 127-128.
4	Grubb DG, Wartman J, Malasavage N, Mibroda J, (2007b). “Turning mud into suitable fill: Amending OH, ML-MH and CH soils with curbside-collected crushed glass (CG).” GeoDenver 2007, Denver, Colorado: pp. 14.
5	Grubb DG, Cadden AW, Miller DM, (2008a) Crushed glass-dredged material (CG-DM) blends: Role of organic matter content and DM variability on field compaction, J. Geotech. Geoenviron. Eng., 134(11): 1665-1675.
6	Grubb DG, Wartman J, Malasavage NE, (2008b) Aging of crushed glass-dredged material blend embankments.” J. Geotech. Geoenviron. Eng., 134(11): 1676-1684.
7	Grubb DG, Wazne M, Malasavage NE, (2010) “Characterization of slag fines for use as a dredged material amendment,” GeoFlorida 2010: Advances in Analysis, Modeling and Design, Geotechnical Special Publication No. 199, D. Fratta, A.J. Puppala, and B. Muhunthan (eds.), ASCE, pp. 10.
8	Isenburg J, Moore M, (1992). “Generalized Acid Neutralization Capacity Test,” Stabilization and Solidification of Hazardous, Radioactive and Mixed Wastes, 2nd Volume, ASTM STP 1123, T.M. Gilliam and C.C. Wiles, Eds, ASTM, Philadelphia, pp 361-377.
9	Wazne M, Jagupilla SC, Moon DH, Christodoulatos C, Koutsospyros A, (2008) Leaching mechanisms of Cr(VI) from Chromite Ore Processing Residue, J. Environ. Qual., 37, 2125-2134.

Keywords
Abstract	The arsenic (As) immobilization potential of blast furnace and steel slag fines (BFF and SSF, respectively) were evaluated, where both crushed slag materials resemble a USCS SP type soil (3/8-inch minus fraction). Due to their granular nature, mineralogy and residual lime content, the slags appear to be well suited to achieve simultaneous geotechnical and environmental stabilization of fine grained soils such as dredged material (DM) using a single media. As immobilization in DM-Slag fines blends under both TCLP and SPLP conditions with and without slag cement as a polishing amendment are presented. Also, the ability of slag fines to individually immobilize As(III) and As(V) at target doses up to 10,000 mg/kg As was evaluated for beneficial use purposes.
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Name	Affiliation	Home page	e-mail	Total pubs
Grubb DG	CETCO, Environmental Technology & Sustainable Geotechnics, 900 Northbrook Drive, Suite 320, Trevose, PA, USA, 19053		dennis.grubb@cetco.com	10
Jagupilla SCK	Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ – 07030, USA			5
Malasavage NE	Schnabel Engineering, Stevens Institute of Technology, Hoboken, NJ 07030, USA			1
Wazne M	Center for Environmental Systems, Stevens Institute of Technology, Hoboken, NJ 07030, USA		mwazne@stevens.edu	16