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2015 Vol.31, Issue 6 Preview Page
30 June 2015. pp. 45-58
Abstract
References
1
1.Abu-Hassanein, Z. S., Benson, C. H., and Blotz, L. R. (1996). “Electrical Resistivity of Compacted Clays”, Journal of Geotechnical Engineering, 122(5), pp.397-406.
2
2.Archie, G. E. (1942), “The Electrical Resistance Log as an Aid in Determining Some Reservoir Characteristics”, Transactions of the American Institute of Mining, Metallurgical, and Petroleum Engineers, 146, pp.54-62.
3
3.ASTM D2434 (2010), “Standard Test Method for Permeability of Granular Soils (Constant Head)”, ASTM International, West Conshohocken, PA.
4
4.ASTM C136 (2006), “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates”, ASTM International, West Conshohocken, PA.
5
5.ASTM D4254 (2015), “Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density”, ASTM International, West Conshohocken, PA.
6
6.ASTM D4253 (2015), “Standard Test Methods for Maximum index density and unit weight of soils using a vibratory table”, ASTM International, West Conshohocken, PA.
7
7.Budhu, M. (2010), Soil Mechanics and Foundation, J. Wiley & Sons, Chichester, England.
8
8.Carman, P. C. (1956), Flow of Gases through Porous Media, Academic Press Inc., Publication, New York, pp.13-15.
9
9.Carrier, W. D. (2003), “Goodbye, Hazen; hello, Kozeny-Carman”, Journal of Geotechnical and Geoenvironmental Engineering, 129(11), pp.1054-1056.
10
10.Chapuis, R. P. (2004), “Predicting the Saturated Hydraulic Con-ductivity of Sand and Gravel Using Effective Diameter and Void Ratio”, Canadian Geotechnical Journal, 41(5), pp.787-795.
11
11.Chapuis, R. P. and Aubertin, M. (2003), “Predicting the Coefficient of Permeability of Soils Using the Kozeny-Carman Equation”, École polytechnique de Montréal, EPM-RT-2003-03, pp.1-35.
12
12.Cho, G. C., Dodds, J., and Santamrina, J. C. (2006), “Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands”, Journal of Geotechnical and Geoenvironmental Engineering, 123, pp.591-602.
13
13.Cho, G. C., Lee, J. S., and Santamarina, J. C. (2004), “Spatial Variability in Soils: High Resolution Assessment with Electrical Needle Probe”, Journal of geotechnical and geoenvironmental engineering, 130(8), pp.843-850.
14
14.Choo, H. and Burns, S.E. (2014), “Review of Archie’s Sequation through Theoretical Derivation and Experimental Study on Uncoated and Hematite Coated Soils”, Journal of Applied Geophysics, 105, pp.225-234.
15
15.Choo, H., Lee, C., Choi, Y., and Lee, W. (2014), “Relation between Hydraulic Conductivity and Geoelectric Measurement for Coarse- grained Materials”, KGS Spring National Conference 2014, pp.522-529.
16
16.Duner, W. (1994), “Hydraulic Conductivity Estimation for Soils with Heterogeneous Pore Structure”, Water Resource Research, 30(2), pp.211-233.
17
17.Fair, G. M. and Hatch, L. P. (1933), “Fundamental Factors Governing the Stream-line Flow of Water through Sand”, Journal of the American Water Works Association, 25, pp.1551-1565.
18
18.Gomez, C. T., Dvorkin, J., and Vanorio, T. (2010), “Laboratory Measurements of Porosity, Permeability, Resistivity, and Velocity on Fontainebleau Sandstones”, Geophysics, 75(6), E191-E204.
19
19.Holtz, R. D., Kovacs, W. D., and Sheahan, T. C. (2011), An Introduction to Geotechnical Engineering Second Edition, Pearson.
20
20.Hong, Y., Lee, J., and Lee, C. (2014), “Application of Geophysical Techniques for Observing the Void Ratio Changes of Dredged Soils”, Journal of the Korean Geotechnical Society, 30(9), pp.19-28.
21
21.Jackson, P. D., Smith, T. D., and Standford, P. N. (1978), “Resistivity- porosity-particle Shape Relationships for Marine Sands”, Geophysics, 43(6), pp.1250-1268.
22
22.Jackson, P. D., Williams, J. F., Lovell, M. A., Camps, A., Rochelle, C., and Milodowski, A. E. (2007), “An Investigation of the Exponent in Archie’s Equation: Comparing Numerical Modeling with Laboratory Data: Towards Characterizing Disturbed Samples from the Cascadia Margin:-IODP Expedition 311”, The Society of Petrophysicsts and Well Log Analysis 48th Annual Logging Symposium 2007, June, pp.3-6.
23
23.Khalil, M. and Monterio Santos, F. (2009), “Influence of Degree of Saturation in the Electric Resistivity-Hydraulic Conductivity Relationship”, Surv Geophys, 30(6), pp.601-615.
24
24.Kelly, W. E. and Frohlich, R. K. (1985), “Relations between Aquifer Electrical and Hydraulic-properties”, Ground Water, 23(2), pp.182-189.
25
25.Kim, J., Choo, H., Lee, C., and Lee, W. (2014), “Estimation of Hydraulic Conductivity of Coarse Grains Using Geoelectric Measure-ments”, KGS Fall National Conference 2014, pp.431-438.
26
26.Kim, J. H., Yoon, H. K., Cho, S. H., Kim, Y. S., and Lee, J. S. (2009), “Four electrode resistivity probe for porosity evaluation”, Geotechnical Testing Journal, 34(6), pp.668-675.
27
27.Kim, J., Yoon, H., Choi, Y., and Lee, J. (2009), “Porosity Evaluation of Offshore Soft Soils by Electrical Resistivity Cone Probe”, Journal of the Korean Geotechnical Society, 25(2), pp.45-54.
28
28.Klein, K.A. and Santamarina, J.C. (2003), “Electrical Conductivity in Soils: Underlying Phenomena”, Journal of Environmental and engineering geophysics, 8(4), pp.263-273.
29
29.Loudon, A. G. (1962), “The Computation of Permeability from Simple Soil Tests”, Geotechnique, 3, pp.165-183.
30
30.Mitchell, J. K. and Soga, K. (2005), Fundamentals of Soil Behavior, John Wiley & Sons.
31
31.Oh, T. M., Cho, G. C., and Lee, C. H. (2014), “Effect of Soil Mineralogy and Pore-water Chemistry on the Electrical Resistivity of Saturated Soils”, Journal of Geotechnical and Geoenvironmental Engineering, 140(11), pp.06014012-06014012-5.
32
32.Olson, R. E. and Daniel, D. E. (1981), “Measurement of the Hydraulic Conductivity of Fine-grained Soils”, Permeability and Groundwater Contaminant Transport, ASTM STP 746, T. F. Zimmie, C. O. Riggs, Eds., American Society for Testing and Materials, 18-64.
33
33.Pfannkuch, H. O. (1972), “On the Correlation of Electrical Con-ductivity Properties of Porous Systems with Viscous Flow Transport Coefficients”, Developments in Soil Science, 2, pp.42-54.
34
34.Rinaldi, V. A. and Cuestas, G. A. (2002), “Ohmic Conductivity of a Compacted Silty Clay”, Journal of Geotechnical and Geoenviron-mental Engineering, 128(10), pp.824-835.
35
35.Salem, H. S. and Chilingarian, G. V. (1999), “The Cementation Factor of Archies’s Equation for Shaly Sandstone Reservoirs”, Journal of Petroleum Science and Engineering, 23, pp.83-99.
36
36.Samouelian, A., Cousin, I., Tabbagh, A., Bruand, A., and Richard, G. (2005), “Electrical Resistivity Survey in Soil Science: a Review”, Soil & Tillage Research, 83(2), pp.173-193.
37
37.Santamarina, J. C., Klein, K. A., and Fam, A. M. (2001), Soils and Waves: Particulate Materials Behavior, Characterization and Process Monitoring, J. Wiley & Sons, Chichester, England.
38
38.Santamarina, J. C. and Fratta, D. (2005), Discrete Signals and Inverse Problems: An Introduction for Engineers and Scientists, J. Wiley & Sons, Chichester, England.
39
39.Urish, D. W. (1981), “Electrical Resistivity-hydraulic Conductivity Relationships in Glacial Outwash Aquifers”, Water Resources Research, 17(5), pp.1401-1408.
40
40.Yoon, G. L. and Park, J. B. (2001), “Sensitivity of Leachate and Fine Contents on Electrical Resistivity Variations of Sandy Soils”, Journal of Hazardous Materials B84, pp.147-161.
41
41.Yoon, G., Ryu, C., Lee, Y., Yoon, C., and Lee, Y. (1998), “A Study on the Correlation between Electrical Resistivity and Properties of Contaminated Soils”, Journal of the Korean Geotechnical Society, 14(2), pp.79-92.
42
42.Zhang, H. L. and Han, S. J. (1996), “Viscosity and Density of Water + Sodium Chloride + Potassium Chloride Solutions at 298.15 K”, Journal of Chemical and Engineering Data, 41(3), pp.516-520.
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 31
  • No :6
  • Pages :45-58
  • Received Date : 2015-04-24
  • Revised Date : 2014-06-05
  • Accepted Date : 2015-06-09