Abstract

Parasitic head losses incurred outside the tested soil specimen may alter the results of laboratory permeability tests. They can be measured by running a blank test in an empty permeameter, and determining the flow resistance of the testing equipment. They can also be assessed by using the difference between a constant-head test, where the hydraulic heads are measured within the tested specimen, and a variable-head test, where the hydraulic heads are measured outside the specimen and include the parasitic head losses of the testing equipment. When not accounted for, they can lead to permeability values that are underestimated. An electric analog provides an analytical relationship between variable- and constant-head test results. The parameters in the analytical solution can be obtained via blank permeability tests. This article emphasizes the need to measure hydraulic heads inside the soil specimen during laboratory permeability tests.

References

1.
ASTM D2434-68
,
2006
:
Standard Test Method for Permeability of Granular Soils (Constant Head)
,
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
, www.astm.org.
2.
ASTM D5084-10
,
2010
:
Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter
,
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
, www.astm.org.
3.
Chapuis
,
R. P.
,
2012
, “
Predicting the Saturated Hydraulic Conductivity of Soils: A Review
,”
Bull. Eng. Geol. Environ.
, Vol.
71
, No.
3
, pp.
401
434
. https://doi.org/10.1007/s10064-012-0418-7
4.
Chapuis
,
R. P.
,
Baass
,
K.
, and
Davenne
,
L.
,
1989
, “
Granular Soils in Rigid-Wall Permeameters: Method for Determining the Degree of Saturation
,”
Can. Geotech. J.
, Vol.
26
, No.
1
, pp.
71
79
. https://doi.org/10.1139/t89-008
5.
Mavis
,
F. T.
and
Wilsey
,
E. F.
,
1936
, “
A Study of the Permeability of Sand
,”
Engineering Bulletin No. 7
,
Iowa University
,
Iowa City, IA
.
6.
Taylor
,
D. W.
,
1948
,
Fundamentals of Soil Mechanics
,
Wiley
,
New York
.
7.
Yemington
,
E. G.
,
1955
, “
A Low-Head Permeameter for Testing Granular Materials
,”
Symposium on Permeability of Soils, ASTM STP 163
,
ASTM International
,
West Conshohocken, PA
, pp.
37
42
.
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