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Volumn 130, Issue 8, 2004, Pages 843-850

Spatial variability in soils: High resolution assessment with electrical needle probe

Author keywords

[No Author keywords available]

Indexed keywords

CALIBRATION; CORROSION; ELECTRIC CONDUCTIVITY; ELECTROCHEMISTRY; ENVIRONMENTAL ENGINEERING; PERMITTIVITY; RESONANCE; SOILS;

EID: 4143090336     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:8(843)     Document Type: Article
Times cited : (70)

References (34)
  • 1
    • 0001928115 scopus 로고
    • The electrical resistivity log as an aid in determining some reservoir characteristics
    • Archie, G. E. (1942). "The electrical resistivity log as an aid in determining some reservoir characteristics." Trans. Am. Inst. Min., Metall. Pet. Eng., 146, 54-62.
    • (1942) Trans. Am. Inst. Min., Metall. Pet. Eng. , vol.146 , pp. 54-62
    • Archie, G.E.1
  • 5
    • 0020550367 scopus 로고
    • Displacement and strains around probes in sand
    • S. G. Wright, ed., Univ. of Texas at Austin, Austin, Tex
    • Davidson, J. L., and Boghrat, A. (1983). "Displacement and strains around probes in sand." Proc., Conf. on Geotech. Practice in Offshore Engineering, S. G. Wright, ed., Univ. of Texas at Austin, Austin, Tex., 181-202.
    • (1983) Proc., Conf. on Geotech. Practice in Offshore Engineering , pp. 181-202
    • Davidson, J.L.1    Boghrat, A.2
  • 6
    • 0025431582 scopus 로고
    • Loading systems, sample penetration, and liquefaction
    • DeGregorio, V. B. (1990). "Loading systems, sample penetration, and liquefaction." J. Geotech. Eng., 116(5), 805-821.
    • (1990) J. Geotech. Eng. , vol.116 , Issue.5 , pp. 805-821
    • DeGregorio, V.B.1
  • 7
    • 17044418326 scopus 로고    scopus 로고
    • Geology and engineering properties of Connecticut Valley varved clay
    • T. S. Tan, K. K. Phoon, D. W. Hight, and S. Leroueil, eds
    • DeGroot, D. J., and Lutenegger, A. J. (2002). "Geology and engineering properties of Connecticut Valley varved clay." Characterisation and Engineering Properties of Natural Soils, T. S. Tan, K. K. Phoon, D. W. Hight, and S. Leroueil, eds., 693-724.
    • (2002) Characterisation and Engineering Properties of Natural Soils , pp. 693-724
    • DeGroot, D.J.1    Lutenegger, A.J.2
  • 9
    • 0030238376 scopus 로고    scopus 로고
    • Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography
    • Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F. (1996). "Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography." Geotechnique, 46(3), 529-546.
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 529-546
    • Desrues, J.1    Chambon, R.2    Mokni, M.3    Mazerolle, F.4
  • 10
    • 4143135809 scopus 로고    scopus 로고
    • Characterization and engineering properties of Mexico City lacustrine soils
    • T. S. Tan, K. K. Phoon, D. W. Hight, and S. Leroueil, eds
    • Díaz-Rodríguez, J. A. (2002). "Characterization and engineering properties of Mexico City lacustrine soils." Characterisation and engineering properties of natural soils, T. S. Tan, K. K. Phoon, D. W. Hight, and S. Leroueil, eds., 725-755.
    • (2002) Characterisation and Engineering Properties of Natural Soils , pp. 725-755
    • Díaz-Rodríguez, J.A.1
  • 11
    • 0030404984 scopus 로고    scopus 로고
    • Statistics of free surface flow through stochastic earth dam
    • Fenton, G. A., and Griffiths, D. V. (1996). "Statistics of free surface flow through stochastic earth dam." J. Geotech. Eng., 122(6 ), 427-436.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.6 , pp. 427-436
    • Fenton, G.A.1    Griffiths, D.V.2
  • 12
    • 0027789250 scopus 로고
    • Seepage beneath water retaining structures founded on spatially random soil
    • Griffiths, D. V., and Fenton, G. A. (1993). "Seepage beneath water retaining structures founded on spatially random soil." Geotechnique, 43(4), 577-587.
    • (1993) Geotechnique , vol.43 , Issue.4 , pp. 577-587
    • Griffiths, D.V.1    Fenton, G.A.2
  • 13
    • 0027802377 scopus 로고
    • Liquefaction and flow failure during earthquakes
    • Ishihara, K. (1993). "Liquefaction and flow failure during earthquakes." Geotechnique, 43(3), 351-415.
    • (1993) Geotechnique , vol.43 , Issue.3 , pp. 351-415
    • Ishihara, K.1
  • 14
    • 0043133333 scopus 로고    scopus 로고
    • Preparation of epoxy impregnated sand coupons for image analysis
    • Jang, D. J., Frost, J. D., and Park, J. Y. (1999). "Preparation of epoxy impregnated sand coupons for image analysis." Geotech. Test. J. 22(2), 147-158.
    • (1999) Geotech. Test. J. , vol.22 , Issue.2 , pp. 147-158
    • Jang, D.J.1    Frost, J.D.2    Park, J.Y.3
  • 15
    • 0028977213 scopus 로고
    • Polarization and conduction of clay-water-electrolyte systems
    • Klein, K., and Santamarina, J. C. (1995). "Polarization and conduction of clay-water-electrolyte systems." J. Geotech. Eng., 121(3), 243-248.
    • (1995) J. Geotech. Eng. , vol.121 , Issue.3 , pp. 243-248
    • Klein, K.1    Santamarina, J.C.2
  • 16
    • 0032712737 scopus 로고    scopus 로고
    • Water film in liquefied sand and its effect on lateral spread
    • Kokusho, T. (1999). "Water film in liquefied sand and its effect on lateral spread." J. Geotech. Geoenviron. Eng., 125(10), 817-826.
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , Issue.10 , pp. 817-826
    • Kokusho, T.1
  • 17
    • 0017503260 scopus 로고
    • Specimen preparation and cyclic stability of sands
    • Ladd, R. S. (1977). "Specimen preparation and cyclic stability of sands." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 103(6), 535-547.
    • (1977) J. Geotech. Eng. Div., Am. Soc. Civ. Eng. , vol.103 , Issue.6 , pp. 535-547
    • Ladd, R.S.1
  • 19
    • 0342537632 scopus 로고
    • Evaluation and use of residual strength in seismic safety analysis of embankments
    • Marcuson, III, W. F., Hynes, M. E., and Fanklin, A. G. (1990). "Evaluation and use of residual strength in seismic safety analysis of embankments." Earthquake Spectra, 6(3), 529-572.
    • (1990) Earthquake Spectra , vol.6 , Issue.3 , pp. 529-572
    • Marcuson III, W.F.1    Hynes, M.E.2    Fanklin, A.G.3
  • 21
    • 0020102551 scopus 로고
    • A sample preparation method and its effect on static and cyclic deformation-strength properties of sand
    • Miura, S., and Toki, S. (1982). "A sample preparation method and its effect on static and cyclic deformation-strength properties of sand." Soils Found., 22(l), 61-77.
    • (1982) Soils Found. , vol.22 , Issue.1 , pp. 61-77
    • Miura, S.1    Toki, S.2
  • 22
    • 0003440894 scopus 로고
    • The effects of method of sample preparation on the cyclic stress strain behavior of sands
    • Environmental Engineering Research Council
    • Mulilis, J. P., Chan, C. K., and Seed, H. B. (1975). "The effects of method of sample preparation on the cyclic stress strain behavior of sands." EERC Rep. No. 75-18, Environmental Engineering Research Council.
    • (1975) EERC Rep. No. 75-18
    • Mulilis, J.P.1    Chan, C.K.2    Seed, H.B.3
  • 24
    • 0030407656 scopus 로고    scopus 로고
    • Finite element modeling of settlements on spatially random soil
    • Paice, G. M., Griffiths, D. V., and Fenton, G. A. (1996). "Finite element modeling of settlements on spatially random soil." J. Geotech. Eng., 122(9), 777-779.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.9 , pp. 777-779
    • Paice, G.M.1    Griffiths, D.V.2    Fenton, G.A.3
  • 26
    • 0033237193 scopus 로고    scopus 로고
    • Characterization of geotechnical variability
    • Phoon, K. K., and Kulhawy, F. H. (1999). "Characterization of geotechnical variability." Can. Geotech. J., 36(4), 612-624.
    • (1999) Can. Geotech. J. , vol.36 , Issue.4 , pp. 612-624
    • Phoon, K.K.1    Kulhawy, F.H.2
  • 28
    • 0031439839 scopus 로고    scopus 로고
    • Effects of spatial variability on soil liquefaction: Some design recommendations
    • Popescu, R., Prevost, J. H., and Deodatis, G. (1997). "Effects of spatial variability on soil liquefaction: some design recommendations." Geotechnique, 47(5), 1019-1036.
    • (1997) Geotechnique , vol.47 , Issue.5 , pp. 1019-1036
    • Popescu, R.1    Prevost, J.H.2    Deodatis, G.3
  • 30
    • 0034559382 scopus 로고    scopus 로고
    • Reliability analysis of rock mass response by means of random set theory
    • Tonon, F., Bernardini, A., and Mammino, A. (2000). "Reliability analysis of rock mass response by means of random set theory." Reliability Eng. Sys. Safety, 70(3), 263-282.
    • (2000) Reliability Eng. Sys. Safety , vol.70 , Issue.3 , pp. 263-282
    • Tonon, F.1    Bernardini, A.2    Mammino, A.3
  • 31
    • 0018107019 scopus 로고
    • A review of factors affecting cyclic triaxial tests
    • ASTM STP
    • Townsend, F. C. (1978). "A review of factors affecting cyclic triaxial tests." Dynamic Geotech. Testing, ASTM STP 654, 356-383.
    • (1978) Dynamic Geotech. Testing , vol.654 , pp. 356-383
    • Townsend, F.C.1
  • 33
    • 0003460531 scopus 로고
    • National Cooperative Highway Research Program, synthesis of highway proactive 42 Transportation Research Board, Washington, D.C
    • Vesic, A. S. (1977). "Design of pile foundations, National Cooperative Highway Research Program, synthesis of highway proactive 42." Transportation Research Board, Washington, D.C., 12-22.
    • (1977) Design of Pile Foundations , pp. 12-22
    • Vesic, A.S.1
  • 34
    • 0017551517 scopus 로고
    • Application of risk analysis to the prediction of slope stability
    • Yong, R. N., Alonso, E., and Tabba, M. M. (1977). "Application of risk analysis to the prediction of slope stability." Can. Geotech. J., 14(4), 540-553.
    • (1977) Can. Geotech. J. , vol.14 , Issue.4 , pp. 540-553
    • Yong, R.N.1    Alonso, E.2    Tabba, M.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.