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http://dx.doi.org/10.14481/jkges.2011.12.1.6

Temperature-compensated Resistivity Probe - Development and Application  

Jung, Soon-Hyuck (고려대학교 건축.사회환경공학과)
Yoon, Hyung-Koo (고려대학교 건축.사회환경공학과)
Lee, Jong-Sub (고려대학교 건축.사회환경공학과)
Publication Information
Journal of the Korean GEO-environmental Society / v.12, no.1, 2011 , pp. 51-60 More about this Journal
Abstract
Electrical resistivity is applied for understanding details about layers and obtaining basic properties of soils to various measurement devices. The objective of this study is development of TRP(Temperature-compensated Resistivity Probe), analysis about effects of temperature changes during cone penetration test, and observation of characteristics of cone penetration. In order to observation of temperature changes according to a diameter difference of resistivity cone probe, the cone which has wedge type cone tip is made to two types, 2mm and 5mm. Temperature sensor is attached at 15mm below from cone tip because of an electrical interference with elecrical resistance probe. Delectrical connector is used to prevent electric disturbance between motor type penetrating machine and electrical resistivity cone probe. Application tests are carried out in acrylic cell whose diameter is 30cm with uniform Jumunjin sand according to densification caused by blows. The test results indicate that the temperature is increased uniformly during penetration and a tendency, characteristics of cone penetration, is discovered during altering state of soils. This study suggests that the temperature effects and characteristics of penetration should be considered in penetrating tests in order to conduct an accurate ground investigation using TRP(Temperature-compensated Resistivity Probe).
Keywords
Electrical resistivity; Temperature change; Densification; Penetration test;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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1 김준한, 윤형구, 정순혁, 이종섭(2009a), 4전극 전기비저항 탐사장비의 개발 및 검증, 대한토목학회 논문집, Vol. 29, No. 3c, pp. 127-136.
2 김준한, 윤형구, 최용규, 이종섭(2009b), 전기비저항 콘 프로브를 이용한 해안 연약지반의 간극률 평가, 한국지반공학회논문집, Vol. 25, No. 2, pp. 45-54.
3 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, Vol. 146, pp. 54-62.
4 Bemben, S. M. and Myers, H. J.(1974), The Influence of Rate of Penetration on Static Cone Resistance in Connecticut River Valley Varved Clay, Proceedings of the European Symposium on Penetration Testing, Stockholm, Vol. 2, No. 2, pp. 33-34.
5 Buteau, S., Fortier, R. and Allard, M.(2005), Rate-controlled Cone Penetration Tests in Permafrost, Canadian Geotechnical Journal, Vol. 42, pp. 184-197.   DOI   ScienceOn
6 Campanella, R. G. and Kokan, M. J.(1993), A New Approach to Measuring Dilatancy in Saturated Sands, Geotechnical Testing Journal, ASTM, Vol. 16, No. 4, pp. 485-495.   DOI   ScienceOn
7 Campanella, R. G. and Weemees, I.(1990), Development and Use of an Electrical Resistivity Cone for Groundwater Contamination Studies, Canadian Geotehnical Journal, Vol. 27, pp. 557-567.   DOI
8 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, ASCE, Vol. 130, No. 8, pp. 843-850.   DOI   ScienceOn
9 De Lima, D. C. and Tumay, M. T.(1991), Scale Effects in Cone Penetration Tests, Proceedings of the Geotechnical Engineering Congress 1991, ASCE, Boulder, Colorado, 1, pp. 38-51.
10 Ferreira, M. P. and Negrao, J. H.(2006), Effects of Spatial Variability of Earthquake Ground Motion in Cable-stayed Bridges, Structural Engineering and Mechanics, Vol. 23, No. 3, pp. 233-247.   DOI
11 Griffiths, D. V. and Fenton, G. A.(2001), Bearing Capacity of Spatially Random Soil: the Undrained Clay Prandtl Problem Revisited, Geotechnique, Vol. 51, No. 4, pp. 351-359.   DOI   ScienceOn
12 ISSMFE.(1989), International Reference Test Procedure for Cone Penetration Test(CPT), Report of the ISSMFE Technical Committee on Penetration Testing of Soils-TC16, with Reference to Test Procedures, Swedish Geotechnical Institute, Linkoping Information, pp. 6-16.
13 Jackson, P. D., Taylor-Smith, D. and Stanford, P. N.(1978), Resistivity-porosity-shape Relationships for Marine sands, Geophysics, Vol. 43, No. 6, pp. 1250-1268.   DOI   ScienceOn
14 Kim, H. K. and Santamarina, J. C.(2008), Spatial Variability: Drained and Undrained Deviatoric Load Response, Geotechnique, Vol. 58, No. 8, pp. 805-814.   DOI
15 Kim, J. H., Yoon, H. K. and Lee, J. S.(2010b), Void Ratio Estimation of Seashore Soft Soils by Electrical Resistivity Cone Probe, Journal of Geotechnical and Geoenvironmental Engineering, ASCE(Accepted).
16 Kim, R., Lee, W., Yoon, H. K. and Lee, J. S.(2010a), Temperature Compensated Cone Penetrometers by Using Fiber Optical Sensors, Geotechnical Testing Journal, ASTM, Vol. 33, No. 3, pp. 1-10.
17 Luune, T., Eidsmoen, T., Gillespie, D. and Howland, J. D. (1986), Laboratory and Field Evaluation of Cone Penetrometers, Proceedings of the ASCE Specialty Conference In Situ '86: Use of In Situ Testes in Geotechnical Engineering, Blacksburg, pp. 714-729.
18 Kwon, T. H. and Cho, G. C.(2005), Smart Geophysical Characterization of Particulate Materials in a Laboratory, Smart Structures and Systems, Vol. 1, No. 2, pp. 217-233.   DOI
19 Lee, J. S. and Santamarina, J. C.(2007), Seismic Monitoring Short-duration Events - liquefaction in 1g Models, Canadian Geotechnical Journal, Vol. 44, No. 6, pp. 659-672.   DOI   ScienceOn
20 Lee, W., Shin, D. S., Yoon, H. K. and Lee, J. S.(2009), Microcone Penetrometer for Tip Resistance and Layer Detection, Geotechnical Testing Journal, ASTM, Vol. 32, No. 4, pp. 358-364.
21 Lunne, T., Robertson, P. K. and Powell, J. J. M.(1997), Cone Penetration Testing in Geotechnical Practice, Blakie Academic, Great Britain, London, pp. 1-7.
22 Nishimura, S. I., Shimada, K. and Fujii, H.(2002), Consolidation Inverse Analysis Considering Spatial Variability and Non-linearity of Soil Parameters, Soils and Foundation, Vol. 42, No. 3, pp. 45-61.   DOI   ScienceOn
23 Paice, G. M., Griffiths, D. V. and Fenton G. A.(1996), Finite Element Modeling of Settlements on Spatially Random soil, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 122, No. 9, pp. 777-779.   DOI   ScienceOn
24 Post, M. L. and Nebbeling, H.(1995), Uncertainties in Cone Penetration Testing, Proceedings of the International Symposium on Cone Penetration Testing, CPT '95, Linkoping, Sweden, Vol. 2, pp. 73-78.
25 Santamarina, J. C., Klein, K. A. and Fam, M. A.(2001), Soils and Waves - Particulate Materials Behavior, Characterization and Process Monitoring, Wiley, New York, p. 393.
26 Swedish Geotechnical Society(1992), Recommended Standard for Cone Penetration Tests, Report 1:93 E.
27 Zeitoun, D. G. and Baker, R.(1992), A Stochastic Approach for Settlement Predictions of Shallow Foundations, Geotechnique, Vol. 42, No. 4, pp. 617-629.   DOI
28 Zuidberg, H. M., Hoope, J. ten and Geise, J. M.(1988), Advances in In-situ Measurements, Proceedings of the 2nd International Symposium on Field Measurements in Geomechnics, Kobe, pp. 279-291.