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contributor authorJeff L. Gentry
contributor authorMichael R. Niemet
contributor authorDennis G. Grubb
contributor authorMorgan Bruno
contributor authorDusty R. V. Berggren
contributor authorChristos D. Tsiamis
date accessioned2017-05-08T22:24:06Z
date available2017-05-08T22:24:06Z
date copyrightJanuary 2015
date issued2015
identifier other44024884.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79734
description abstractThe Gowanus Canal Superfund site is located in Brooklyn, New York. The sediment of the 2.9-km (1.8-mi) long canal is impacted at multiple locations by nonaqueous phase liquids (NAPLs) mainly from three historic manufactured gas plant (MGP) sites with measured NAPL saturations up to 50%. A stabilization/solidification (SS) treatability study was completed using 15 mix designs in a tiered testing suite that included unconfined compressive strength, hydraulic conductivity, and contaminant leach testing by equilibrium (as per U.S. EPA standard methods) and semidynamic leach methods, where semidynamic leach testing was modified with polydimethylsiloxane liners. Mix designs containing 5–10% (by dry weight) of a cement blend paired with 0.5% bentonite, or 1–4% organoclay added to wet NAPL-impacted sediments were characterized by unconfined compressive strength values greater and hydraulic condictivity values lower than 345 kPa (50 psi) and
publisherAmerican Society of Civil Engineers
titleGowanus Canal Superfund Site. II: Stabilization/Solidification of MGP-Impacted Sediments
typeJournal Paper
journal volume19
journal issue1
journal titleJournal of Hazardous, Toxic, and Radioactive Waste
identifier doi10.1061/(ASCE)HZ.2153-5515.0000252
treeJournal of Hazardous, Toxic, and Radioactive Waste:;2015:;Volume ( 019 ):;issue: 001
contenttypeFulltext


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