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ASTM Selected Technical Papers
Hydraulic Barriers in Soil and Rock
By
AI Johnson,
AI Johnson
1
Woodward-Clyde Consultants
, Denver, CO 80111
; symposium cochairman and coeditor
.
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RK Frobel,
RK Frobel
2
U.S. Bureau of Reclamation
, Denver, CO 80225
; symposium cochairman and coeditor
.
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NJ Cavalli,
NJ Cavalli
3
ICOS Corporation of America
, New York, NY 10019
; session cochairman and coeditor
.
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CB Pettersson
CB Pettersson
4
Brown and Root, Inc.
, Houston, TX 77001
; session cochairman and coeditor
.
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ISBN-10:
0-8031-0417-0
ISBN:
978-0-8031-0417-4
No. of Pages:
340
Publisher:
ASTM International
Publication date:
1985
eBook Chapter
Evaluation of Two Methods for Constructing Vertical Cutoff Walls at Waste Containment Sites
Page Count:
16
-
Published:1985
Citation
Jepsen, C, & Place, M. "Evaluation of Two Methods for Constructing Vertical Cutoff Walls at Waste Containment Sites." Hydraulic Barriers in Soil and Rock. Ed. Johnson, A, Frobel, R, Cavalli, N, & Pettersson, C. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1985.
Download citation file:
This paper compares two methods of constructing vertical cutoff walls when considered in the context of controlling the migration of waste materials. It will be argued that the conventional slurry trench method has significant advantages over the vibratory beam injection (VBI) method. The discussion will compare the quality control of each method, relating its importance to the central issue of cutoff wall continuity. Important issues to be discussed in conjunction with quality control considerations include geometry, wall thickness, Darcy's equation, wall composition, and chemical resistance.
Keywords:
cutoff wall,
slurry,
thixotropic,
bentonite,
cement,
filter cake,
backfill,
asphaltic emulsion,
permeability,
plumb,
deflection
References
1.
D'Appolonia
, D. J.
, Journal of the Geotechnical Engineering Division
0093-6405, American Society of Civil Engineers, Vol. 106
, No. GT4
, 04
1980
, pp. 399-419.2.
Nash
, J. K. T. L.
and Jones
, G. K.
, “The Support of Trenches Using Fluid Mud
,” in Grouts and Drilling Muds in Engineering Practice
, Butterworth's
, London
, 1963
.3.
LaRusso
, R. S.
, “Wanapum Development Slurry Trench and Grouted Cut-Off
,” in Grouts and Drilling Muds in Engineering Practice
, Butterworth's
, London
, 1963
.4.
Ryan
, C. R.
, “Technical Specifications, Soil-Bentonite Slurry Trench Cut-Off Wall
,” GEO-CON Inc.
, Pittsburgh, PA 15235
.5.
Jefferis
, S. A.
, “Bentonite-Cement Slurries for Hydraulic Cut-Offs
,” in Proceedings
, Tenth International Conference on Soil Mechanics and Foundation Engineering
, Vol. I
, Rotterdam
, 06
1981
.6.
Burgin
, C. R.
, “Investigation of the Physical Properties of Cement-Bentonite Grouts for Improvement of Dam Foundations
,” thesis presented to the University of Florida in 1979 in partial fulfillment of the requirements for the degree of Master of Science.7.
Ryan
, C. R.
, “Slurry Cut-Off Walls: Methods and Applications
,” presented at GEO-TEC '80
, Chicago
, 18
03
1980
, GEO-CON Inc.
, Pittsburgh, PA 15235
.8.
“
Specifications. Slurry Cut-Off Wall Vibrating Beam Injection Method
,” Slurry Systems, a division of Thatcher Engineering Corp.
, Gary, IN
.9.
Hulsey
, J.
Dr., “Prediction of Beam Deflection in a Vibrated Slurry Wall Installation
,” presented at the North Carolina section of the American Society of Civil Engineers annual meeting
, Charlotte, NC
, 22
09
1983
.10.
Schmednecht
, Zlamal
, Nelson
abstract, “Vibrated Beam Technique for Thin Wall Barriers—Applications in Construction and Environmental Applications
,” Slurry Systems, a division of Thatcher Engineering Corp.
, Gary, IN
.11.
Gunter
, G. C.
, Colonel, Corps of Engineers, Department of the Army, Contracting Officers' Report
“Protest of Slurry Systems
,” division of Thatcher Engineering Corporation
, Gary, IN, Under IFB No. DACW41-83-B-0183, GAO File B-212033, 29
06
1983
.12.
Mobile,
Alabama District Army Corps of Engineers “Lock E” Test Program
, Tennessee-Tomhigbee Waterway, Mobile District, 12
1978
.13.
Mobile,
Alabama District Army Corps of Engineers “Design Memorandum No. 31,” Lock “E,” Lock
, Slurry Wall and Earthwork, Tennessee-Tomhigbee Waterway, Mobile District, 07
1979
.14.
Place
, M.
, “Evaluation of Vibratory Beam Injection Grouting as a Construction Method for Vertical Cut-off Walls at Waste Containment Sites
,” 03
1982
.
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