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RECORD NUMBER: 29 OF 417

Main Title Block displacement method field demonstration and specifications {microform} /
Author Brunsing, Thomas P.
CORP Author JRB Associates, Inc., McLean, VA. ;Foster-Miller, Inc., Waltham, MA.;Environmental Protection Agency, Cincinnati, OH. Hazardous Waste Engineering Research Lab.
Publisher U.S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory,
Place Published Cincinnati, OH :
Year Published 1987
Report Number EPA-68-03-3113; EPA/600/2-87/023
Stock Number PB87-170338
OCLC Number 48758512
Subjects Hazardous materials; Containment; Waste disposal; Slurries; Graphs(Charts); Tables(Data); Pollution control; Hazardous wastes; Waste isolation; Block displacement method; In situ treatment
Subject Added Ent Waste disposal in the ground--Environmental aspects; Containers--Environmental aspects; Bentonite slurry--Environmental aspects
Holdings
Library   Call Number Additional Info Location Date Modified
ERBD PB87-170338 NERL/ESD-LV Library/Las Vegas,NV 01/11/2002
NTIS PB87-170338 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 01/01/1988
Collation 153 p. : ill. ; 28 cm.
Abstract The Block Displacement technique has been developed as a remedial action method for isolating large tracks of ground contaminated by hazardous waste. The technique places a low permeability barrier around and under a large block of contaminated earth. The Block Displacement process is composed of separate bottom barrier and perimeter barrier construction processes. The bottom barrier construction is accomplished by propagating horizontal separations from a series of injection wells. A soil-bentonite slurry is pumped into these wells at low pressure opening the separation and forming a barrier. In the process the ground is displaced upward by an amount corresponding to the thickness of the final barrier placed. The perimeter barrier is constructed by one of various means including slurry wall, jet grouting, or drill notch and blast. The perimeter barrier is constructed prior to the bottom if necessary to induce a favorable in-situ stress state. The technique was demonstrated at Whitehouse, FL where a block of earth 60 ft in diameter and 25 ft deep was lifted. After displacement was completed, a topographic survey was conducted and the quality of the bottom barrier was assessed by core drilling.
Notes Caption title. "Mar. 1987." "EPA/600/2-87/023." Microfiche.
Supplementary Notes Prepared in cooperation with Foster-Miller, Inc., Waltham, MA. Sponsored by Environmental Protection Agency, Cincinnati, OH. Hazardous Waste Engineering Research Lab.
Corporate Au Added Ent Hazardous Waste Engineering Research Laboratory.
PUB Date Free Form {1987}
NTIS Prices PC A08/MF A01
BIB Level m
OCLC Time Stamp 20020109141903
Cataloging Source OCLC/T
Language eng
Origin OCLC
Type MERGE
OCLC Rec Leader 01073nam 2200277Ka 45020


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