Skip to Main Content
Skip Nav Destination
ASTM Selected Technical Papers
Stabilization and Solidification of Hazardous, Radioactive, and Mixed Wastes: 3rd Volume
By
TM Gilliam
TM Gilliam
Editor
Search for other works by this author on:
CC Wiles
CC Wiles
Editor
Search for other works by this author on:
ISBN-10:
0-8031-2020-6
ISBN:
978-0-8031-2020-4
No. of Pages:
734
Publisher:
ASTM International
Publication date:
1996

This new technology was designed to form high-quality “formed-in-place” barrier walls in soil in a more continuous and uniform manner than the two-step, excavate and replace, processes of conventional slurry trenching. Soils in the path of the device are pulverized in-situ and liquified by high-energy jets of a permeability modifying grout. The hardware then passes through the liquified soil under the pull of gravity. The soil/grout mixture hardens to form a plastic diaphragm wall. Walls can be formed from a variety of materials.

The bulk of the energy to cut and mix the soil is transferred to the soil work face hydraulicly by the slurry media itself. Massive energy transfer of over 2000 hydraulic horsepower (1500 kilowatts) supplied by oil field cement slurry pumps allows dramatic productivity rates. The production rate of the process is significantly reduced in highly cohesive soils. This paper presents an introductory look at a potentially useful new method of construction of large subsurface barriers and contrasts it with conventional methods.

1.
Slurry Walls
,
Xanthakos
Peter P.
, Ed.,
McGraw Hill
,
New York
,
1979
, pp. 20–140.
2.
Hydraulic Barriers in Soil and Rock
, ASTM STP 874,
Johnson
,
Frobel
,
Cavalli
,
Petterson
, Eds.,
American Society for Testing and Materials
,
West Conshohocken, PA
,
1985
, p. 34.
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal