Skip to Main Content
Skip Nav Destination
ASTM Selected Technical Papers
Hydraulic Conductivity and Waste Contaminant Transport in Soil
By
DE Daniel
DE Daniel
1
University of Texas
,
Austin, TX
;
chairman and editor
.
Search for other works by this author on:
SJ Trautwein
SJ Trautwein
2
Trautwein Soils Testing Equipment Company
,
Houston, TX
;
chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-1442-7
ISBN:
978-0-8031-1442-5
No. of Pages:
617
Publisher:
ASTM International
Publication date:
1994

Standard ASTM test methods are now available for laboratory and field measurements of hydraulic conductivity of compacted clay soils which are used in liners and covers at waste facilities. They are widely used in waste facility design and construction quality assurance. Many of these methods require input of qualified professionals to select appropriate test parameters. Unless the parameters are carefully selected, conflict may arise over the suitability of test results and thus the regulatory acceptance of a liner or cover. Four case histories are presented which illustrate the use of both laboratory and field test methods and some of the variations which may result. These variations can usually be explained in terms of test parameters, but they emphasize the importance of suitable engineering judgement for careful selection of test conditions, and data reduction methods which are appropriate for to site conditions and allow for comparison of test results from various tests.

1.
Bouwer
,
H.
, “
Rapid Field Measurement of Air Entry Value and Hydraulic conductivity of Soil as Significant Parameters in Flow system Analysis
,”
Water Resources Research
 0043-1397, Vol.
2
, pp. 729–732,
1966
.
2.
Bouwer
,
H.
,
Groundwater Hydrology
,
McGraw-Hill
New York
,
1978
3.
Bouwer
,
H.
, “
Intake Rate: Cylinder Infiltrometer
,” Methods of Soil Analysis, Part 1, Physical and Mineralogical Methods, Agronomy Nomograph No. 9,
American Society of Agronomy
,
Madison, WI
pp.825–844,
1986
4.
Brackensiek
,
D. L.
, “
Estimating the Effective Capillary Pressure in the Green and Ampt Infiltration Equation
,”
Water Resources Research
 0043-1397, Vol.
13
, No.
3
,
1977
.
5.
Brooks
,
R. H.
, and
Corey
,
A. T.
, “
Properties of Porous Media Affecting Fluid Flow
,”
Journal of the Irrigation and Drainaqe Division, ASCE
, Vol.
IR2
,
1966
.
6.
Daniel
,
D. E.
,“
Predicting Hydraulic Conductivity of Clay Liners
,”
Journal of Geotechnical Engineering, ASCE
, Vol.
110
, No.
4
,
1984
, pp.465–478.
7.
Daniel
,
D. E.
,“
Summary Review of Construction Quality Control for Earthen Liners
,” Waste Containment Systems: Construction, Regulation, and Performance, Geotechnical Special Publication No. 26,
ASCE
,
New York
,
1990
, pp.175–189.
8.
Daniel
,
D. E.
,“
In Situ Hydraulic Conductivity for Compacted Clay
,”
Journal of Geotechnical Engineering, ASCE
, Vol.
115
, No.
9
,
1989
, pp.1205–1226.
9.
Elsbury
,
B. R.
,
Daniel
,
D. E.
,
Sraders
,
G. A.
, and
Anderson
,
D. C.
, “
Lessons Learned From Compacted Clay Liner
”,
Journal of Geotechnical Engineering, ASCE
, Vol.
116
, No.
11
,
1990
, pp.1641–1660
10.
United States Army Corps of Engineers
, Engineer Manual EM 1110-2-1906, Laboratory Soils Testing,
1980
.
11.
United States Government
Solid Waste Disposal Facility Criteria
” Code of Federal Regulations, Title 40. Protection of the Environment, Parts 257 and 258, Subtitle D.,
1991
.
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