Abstract

Direct current (DC) electrical resistivity is a common laboratory soil characterization method to support geotechnical infrastructure design and to supplement site investigations. The complex electrical resistivity method has the potential to provide additional electrical soil properties to enhance electrical soil characterization. Both methods are conventionally performed under fully saturated soil conditions; however, many environments exist where soil is not fully saturated, such as ballast structure supporting railways. In this study, a new experimental setup featuring a current enhancing agent (agar) for complex electrical resistivity testing is evaluated by testing five different soil specimens reconstituted at saturated and unsaturated conditions. Results showed that the new experimental setup is valid and can be used to obtain repeat measurements, particularly for specimens reconstituted in the unsaturated conditions where the traditional DC electrical resistivity setup yields results that are unreliable. This is one of the very few studies where tolerances for triplicate specimens are reported to establish differences in measurements from sample preparation versus discernable variability between different geomaterials. Additionally, all results are supported by a Cole-Cole model. The results show that the additional data collected in a complex electrical resistivity test can be used to differentiate different soil types that are ambiguous with the DC electrical resistivity method. The additional data have the potential to more fully characterize the electrical properties of saturated and unsaturated soils, as well as to help distinguish unique geophysical signatures of various geomaterials to enhance a geophysical site investigation for identifying soil variability in the subsurface.

References

1.
American Association of State Highway and Transportation Officials.
2023
.
Standard Method of Test for Determining Minimum Laboratory Soil Resistivity
. AASHTO T 288. Washington, DC:
American Association of State Highway and Transportation Officials.
2.
ASTM International.
2020
.
Standard Test Method for Measurement of Soil Resistivity Using the Standard Four-Electrode Method
. ASTM G57-20. West Conshohocken, PA:
ASTM International
, approved November 1, 2020. https://doi.org/10.1520/G0057-20
3.
ASTM International.
2021
.
Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sediment (Hydrometer) Analysis
. ASTM D7928-21e1. West Conshohocken, PA:
ASTM International
, approved May 1, 2021. https://doi.org/10.1520/D7928-21E01
4.
Atekwana
,
E. A.
and
Slater
L. D.
.
2009
. “
Biogeophysics: A New Frontier in Earth Science Research
.”
Reviews of Geophysics
47
, no. 
4
(December): RG4004. https://doi.org/10.1029/2009RG000285
5.
Bairlein
,
K.
,
Hördt
A.
, and
Nordsiek
S.
.
2014
. “
The Influence on Sample Preparation on Spectral Induced Polarization of Unconsolidated Sediments
.”
Near Surface Geophysics
12
, no. 
5
(October):
667
678
. https://doi.org/10.3997/1873-0604.2014023
6.
Binley
,
A.
and
Slater
L. D.
.
2020
.
Resistivity and Induced Polarization: Theory and Applications to the Near-Surface Earth
.
Cambridge, UK
:
Cambridge University Press
.
7.
Binley
,
A.
,
Slater
L. D.
,
Fukes
M.
, and
Cassiani
G.
.
2005
. “
Relationship between Spectral Induced Polarization and Hydraulic Properties of Saturated and Unsaturated Sandstone
.”
Water Resources Research
41
, no. 
12
(December): W12417. https://doi.org/10.1029/2005WR004202
8.
Boadu
,
F. K.
and
Owusu-Nimo
F.
.
2010
. “
Influence of Petrophysical and Geotechnical Engineering Properties on the Electrical Response of Unconsolidated Earth Materials
.”
Geophysics
75
, no. 
3
(May):
1MJ
Z72
. https://doi.org/10.1190/1.3374465
9.
Brady
,
Z.
Testing Aggregate Backfill for Corrosion Potential
.” Master’s thesis,
University of Kansas
,
2016
.
10.
Breede
,
K.
,
Kemna
A.
,
Esser
O.
,
Zimmermann
E.
,
Vereecken
H.
, and
Huisman
J.
.
2011
. “
Joint Measurement Setup for Determining Spectral Induced Polarization and Soil Hydraulic Properties
.”
Vadose Zone Journal
10
, no. 
2
(May):
716
726
. https://doi.org/10.2136/vzj2010.0110
11.
Deo
,
R. N.
and
Cull
J. P.
.
2015
. “
Spectral Induced Polarization Techniques in Soil Corrosivity Assessments
.”
Geotechnical Testing Journal
38
, no. 
6
(November):
965
977
. https://doi.org/10.1520/GTJ20140219
12.
Everett
,
M. E.
2013
.
Near-Surface Applied Geophysics
.
Cambridge, UK
:
Cambridge University Press
.
13.
Florsch
,
N.
,
Revil
A.
, and
Camerlynck
C.
.
2014
. “
Inversion of Generalized Relaxation Time Distributions with Optimized Damping Parameter
.”
Journal of Applied Geophysics
109
:
119
132
. https://doi.org/10.1016/j.jappgeo.2014.07.013
14.
Gutierrez-Rodriguez
,
J. A.
,
Purcell
R. J.
 Jr.
, and
Aplan
F. F.
.
1984
. “
Estimating the Hydrophobicity of Coal
.”
Colloids and Surfaces
12
:
1
25
. https://doi.org/10.1016/0166-6622(84)80086-4
15.
Karim
,
M. Z.
,
Tucker-Kulesza
S. E.
, and
Bernhardt-Barry
M.
.
2019
. “
Electrical Resistivity as a Binary Classifier for Bridge Scour Evaluation
.”
Transportation Geotechnics
19
:
146
157
. https://doi.org/10.1016/j.trgeo.2019.03.002
16.
Koch
,
K.
,
Kemna
A.
,
Irving
J.
, and
Holliger
K.
.
2011
. “
Impact of Changes in Grain Size and Pore Space on the Hydraulic Conductivity and Spectral Induced Polarization Response of Sand
.”
Hydrology and Earth System Sciences
15
, no. 
6
(June):
1785
1794
. https://doi.org/10.5194/hess-15-1785-2011
17.
Kouchaki
,
B. M.
,
Bernhardt-Barry
M. L.
,
Wood
C. M.
, and
Moody
T.
.
2019
. “
A Laboratory Investigation of Factors Influencing the Electrical Resistivity of Different Soil Types
.”
Geotechnical Testing Journal
4
, no. 
4
(July):
829
853
. https://doi.org/10.1520/GTJ20170364
18.
Kulesza
,
S.
,
Barry
M. L.
,
Sarker
D.
,
Feng
R.
,
Radnor
W.
, and
Parr
K.
.
2023
.
Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar–Phase II, DOT/FRA/ORD-23/18
.
Washington, DC
:
Federal Railroad Administration
.
19.
Marshall
,
D. J.
and
Madden
T. R.
.
1959
. “
Induced Polarization, a Study of Its Causes
.”
Geophysics
24
, no. 
4
(October):
658
827
. https://doi.org/10.1190/1.1438659
20.
Mendieta
,
A.
,
Jougnot
D.
,
Leroy
P.
, and
Maineult
A.
.
2021
. “
Spectral Induced Polarization Characterization of Non-consolidated Clays for Varying Salinities—An Experimental Study
.”
Journal of Geophysical Research: Solid Earth
126
, no. 
4
(April): e2020JB021125. https://doi.org/10.1029/2020JB021125
21.
Nordsiek
,
S.
and
Weller
A.
.
2008
. “
A New Approach to Fitting Induced-Polarization Spectra
.”
Geophysics
73
, no. 
6
(November):
1ND
Z105
. https://doi.org/10.1190/1.2987412
22.
Palacky
,
G. J.
1988
. “
3. Resistivity Characteristics of Geologic Targets
.” In
Electromagnetic Methods in Applied Geophysics: Volume 1, Theory
,
52
129
. Houston, TX:
Society of Exploration Geophysicists
. https://doi.org/10.1190/1.9781560802631.ch3
23.
Parr
,
K.
and
Kulesza
S. E.
.
2004
. “
Experimental Design for Complex Resistivity Measurements of Unsaturated Soils: Application for Fouled Ballast
.” In
Geo-Congress 2024: Geotechnical Systems
,
287
297
. New York:
American Society of Civil Engineers
. https://doi.org/10.1061/9780784485354.028
24.
Parsons
,
R. L.
,
Brady
Z. A.
,
Walkenbach
T. N.
,
Han
J.
,
Kulesza
S.
, and
Brennan
J.
.
2020
. “
Resistivity Measurement of Backfill for Mechanically Stabilized Earth Walls
.”
Journal of Materials in Civil Engineering
32
, no. 
3
(March): 04019367. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003013
25.
Pelton
,
W. H.
Interpretation of Induced Polarization and Resistivity Data
.” PhD diss.,
University of Utah
,
1977
.
26.
Qian
,
Y.
,
Wang
Y.
,
Kashani
H. F.
, and
Fanucci
F.
. n.d “
Effect of Ballast Shoulder Cleaning on Fouling Particles Migration within Ballast Matrix
.”
Paper presented at the AREMA 2021 Virtual Conference
, September 2021.
27.
Roberts
,
R.
,
Al-Qudi
I.
,
Tutumluer
E.
, and
Boyle
J.
.
2008
.
Subsurface Evaluation of Railway Track Using Ground Penetrating Radar, DOT/FRA/ORD-09/08
.
Washington DC
:
Federal Railroad Administration
.
28.
Saneiyan
,
S.
,
Ntarlagiannis
D.
, and
Colwell
F.
.
2021
. “
Complex Conductivity Signatures of Microbial Induced Calcite Precipitation, Field and Laboratory Scales
.”
Geophysical Journal International
224
, no. 
3
(March):
1811
1824
. https://doi.org/10.1093/gji/ggaa510
29.
Saneiyan
,
S.
and
Slater
L.
.
2021
. “
Complex Conductivity Signatures of Compressive Deformation and Shear Failure in Soils
.”
Engineering Geology
291
: 106219. https://doi.org/10.1016/j.enggeo.2021.106219
30.
Selig
,
E. T.
and
Waters
J. M.
.
1994
.
Track Geotechnology and Substructure Management
.
London
:
Thomas Telford Ltd
.
31.
Shao
,
Z.
,
Revil
A.
,
Mao
D.
, and
Wang
D.
.
2017
. “
Induced Polarization Signature of Coal Seam Fires
.”
Geophysical Journal International
208
, no. 
3
(March):
1313
1331
. https://doi.org/10.1093/gji/ggw452
32.
Sherwood
,
R. R.
Unsaturated Characteristics of Ballast Fouling Materials and Fouled Ballast
.” Master’s thesis,
Kansas State University
,
2020
.
33.
Slater
,
L.
,
Barrash
W.
,
Montrey
J.
, and
Binley
A.
.
2014
. “
Electrical-Hydraulic Relationships Observed for Unconsolidated Sediments in the Presence of a Cobble Framework
.”
Water Resources Research
50
, no. 
7
(July):
5721
5742
. https://doi.org/10.1002/2013WR014631
34.
Slater
,
L.
and
Lesmes
D. P.
.
2002
. “
Electrical-Hydraulic Relationships Observed for Unconsolidated Sediments
.”
Water Resources Research
38
, no. 
10
(October): https://doi.org/10.1029/2001WR001075
35.
Sussmann
,
T. R.
,
Ruel
M.
, and
Chrismer
S. M.
.
2012
. “
Source of Ballast Fouling and Influence Considerations for Condition Assessment Criteria
.”
Transportation Research Record: Journal of the Transportation Research Board
2289
, no. 
1
(January):
87
94
. https://doi.org/10.3141/2289-12
36.
Tarantola
,
A.
and
Valette
B.
.
1982
. “
Generalized Nonlinear Inverse Problems Solved Using the Least Squares Criterion
.”
Reviews of Geophysics
20
, no. 
2
(May):
219
232
. https://doi.org/10.1029/RG020i002p00219
37.
Taylor
,
S.
and
Barker
R.
.
2002
. “
Resistivity of Partially Saturated Triassic Sandstone
.”
Geophysical Prospecting
50
, no. 
6
(November):
603
613
. https://doi.org/10.1046/j.1365-2478.2002.00339.x
38.
Ustra
,
A.
,
Slater
L.
,
Ntarlagiannis
D.
, and
Elis
V.
.
2012
. “
Spectral Induced Polarization (SIP) Signatures of Clayey Soils Containing Toluene
.”
Near Surface Geophysics
10
, no. 
6
(December):
503
515
. https://doi.org/10.3997/1873-0604.2012015
39.
Vanhala
,
H.
and
Soininen
H.
.
1995
. “
Laboratory Technique for Measurement of Spectral Induced Polarization Response of Soil Samples
.”
Geophysical Prospecting
43
, no. 
5
(July):
655
676
. https://doi.org/10.1111/j.1365-2478.1995.tb00273.x
40.
Vinegar
,
H. J.
and
Waxman
M. H.
.
1984
. “
Induced Polarization of Shaly Sands
.”
Geophysics
49
, no. 
8
(August):
1140
1395
. https://doi.org/10.1190/1.1441755
41.
Ward
,
S. H.
1990
. “
6. The Resistivity and Induced Polarization Methods
.” In
Geotechnincal and Environmental Geophysics: Volume 1, Review and Tutorial
,
147
190
. Houston, TX:
Society of Exploration Geophysicists
. https://doi.org/10.1190/1.9781560802785.ch6
42.
Zimmermann
,
E.
,
Huisman
J. A.
,
Wolters
B.
, and
van Waasen
S.
. n.d “
Optimal Electrode Design for Improved Phase Accuracy of Spectral EIT Images
.”
Paper presented at the Sixth International Symposium on Process Tomography
,
Cape Town
,
South Africa
, March
2012
.
43.
Zimmermann
,
E.
,
Kemna
A.
,
Berwix
J.
,
Glaas
W.
,
Münch
H. M.
, and
Huisman
J. A.
.
2008
. “
A High-Accuracy Impedance Spectrometer for Measuring Sediments with Low Polarizability
.”
Measurement Science and Technology
19
, no. 
10
(October): 105603. https://doi.org/10.1088/0957-0233/19/10/105603
This content is only available via PDF.
You do not currently have access to this content.