메뉴 건너뛰기




Volumn 27, Issue 6, 2004, Pages 547-556

Volumetric shrinkage strain measurements in expansive soils using digital imaging technology

Author keywords

Compaction moisture content; Digital imaging; Expansive soil; Pixel intensity; Shrinkage strain

Indexed keywords

COMPACTION; IMAGING TECHNIQUES; MOISTURE; SHRINKAGE; STRAIN MEASUREMENT;

EID: 8444250650     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (73)

References (27)
  • 1
    • 0030287753 scopus 로고    scopus 로고
    • Digital imaging techniques for assessment of homogeneity of granular materials
    • National Academy Press, Washington, D.C
    • Alshibli, K., Macari, E. J., and Sture, S., 1996, "Digital Imaging Techniques for Assessment of Homogeneity of Granular Materials," [i Transportation Research Record i], No. 1526, National Academy Press, Washington, D.C., pp. 121-128.
    • (1996) Transportation Research Record , Issue.1526 , pp. 121-128
    • Alshibli, K.1    Macari, E.J.2    Sture, S.3
  • 2
    • 0033108010 scopus 로고    scopus 로고
    • Sand shear band thickness measurements by digital imaging techniques
    • April 1999
    • Alshibli, K. A. and Sture, S., 1999, "Sand Shear Band Thickness Measurements by Digital Imaging Techniques," [i ASCE Journal of Computing in Civil Engineering i], Vol. 13, No. 2, April 1999, pp. 103-109.
    • (1999) ASCE Journal of Computing in Civil Engineering , vol.13 , Issue.2 , pp. 103-109
    • Alshibli, K.A.1    Sture, S.2
  • 4
    • 0346192351 scopus 로고
    • Discussion on engineering properties of expansive clays
    • Altmeyer, W. T., 1955, "Discussion on Engineering Properties of Expansive Clays," [i ASCE Proceedings i], No. 658, pp. 17-19.
    • (1955) ASCE Proceedings , Issue.658 , pp. 17-19
    • Altmeyer, W.T.1
  • 5
    • 8444248541 scopus 로고    scopus 로고
    • ASTM Standards for Soil and Rock I, March 2003, 4.08
    • ASTM Standards for Soil and Rock I, 2003, Procedures for Soil and Rock Testing, Vol. 4.08, March 2003.
    • (2003) Procedures for Soil and Rock Testing
  • 6
    • 0027838697 scopus 로고
    • Estimates of permeability of porous materials using image analysis and cross-sections
    • American Society of Civil Engineers, New York
    • Blair, S. C., Berge, P. A., and Berryman, J. G., 1993, "Estimates of Permeability of Porous Materials Using Image Analysis and Cross-Sections," [i Digital Image Processing: Techniques and Applications in Civil Engineering i], American Society of Civil Engineers, New York, pp. 109-116.
    • (1993) Digital Image Processing: Techniques and Applications in Civil Engineering , pp. 109-116
    • Blair, S.C.1    Berge, P.A.2    Berryman, J.G.3
  • 7
    • 0027871238 scopus 로고
    • Application of digital image processing in morphological analysis of geotextiles
    • American Society of Civil Engineers, New York
    • Bhatia, S. K., Huang, Q., and Smith, J., 1993, "Application of Digital Image Processing in Morphological Analysis of Geotextiles," [i Digital Image Processing: Techniques and Applications in Civil Engineering i], American Society of Civil Engineers, New York, pp. 95-108.
    • (1993) Digital Image Processing: Techniques and Applications in Civil Engineering , pp. 95-108
    • Bhatia, S.K.1    Huang, Q.2    Smith, J.3
  • 9
    • 0030238376 scopus 로고    scopus 로고
    • Void ratio evaluation inside shear bands in triaxial sand specimen studied by computed tomography
    • Desrues, J., Chambon, R., Mokni, M., and Mazerolle, M., 1996, "Void Ratio Evaluation inside Shear Bands in Triaxial Sand Specimen Studied by Computed Tomography," [i Geotechnique i], Vol. 46, No. 3, pp. 529-546.
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 529-546
    • Desrues, J.1    Chambon, R.2    Mokni, M.3    Mazerolle, M.4
  • 10
    • 0030285208 scopus 로고    scopus 로고
    • Development of computer vision technique for in situ soil characterization
    • National Academy Press, Washington, D.C
    • Hryciw, R. D. and Raschke, S. A., 1996, "Development of Computer Vision Technique for In Situ Soil Characterization," [i Transportation Research Record i], No. 1526, National Academy Press, Washington, D.C., pp. 86-97.
    • (1996) Transportation Research Record , Issue.1526 , pp. 86-97
    • Hryciw, R.D.1    Raschke, S.A.2
  • 15
    • 0030390138 scopus 로고    scopus 로고
    • Uniformity evaluation of cohesionless specimenss using digital image analysis
    • Kuo, C. Y. and Frost, J. D., 1996, "Uniformity Evaluation of Cohesionless Specimens Using Digital Image Analysis," [i ASCE Journal of Geotechnical and Geoenvironmental Engineering i], Vol. 122, No. 5, pp. 390-396.
    • (1996) ASCE Journal of Geotechnical and Geoenvironmental Engineering , vol.122 , Issue.5 , pp. 390-396
    • Kuo, C.Y.1    Frost, J.D.2
  • 22
    • 0030291217 scopus 로고    scopus 로고
    • Evaluating clay microfabric using scanning electron microscopy and digital information processing
    • National Academy Press, Washington, D.C
    • Penumadu, D., 1996, "Evaluating Clay Microfabric Using Scanning Electron Microscopy and Digital Information Processing," [i Transportation Research Record i], No. 1526, National Academy Press, Washington, D.C., pp. 112-120.
    • (1996) Transportation Research Record , Issue.1526 , pp. 112-120
    • Penumadu, D.1
  • 25
    • 0036502973 scopus 로고    scopus 로고
    • Evaluation of a modified soluble sulfate determination method for fine grained cohesive soils
    • Puppala, A. J., Viyanant, C., Kruzic, A. P., and Perrin, L., 2002, "Evaluation of a Modified Soluble Sulfate Determination Method for Fine Grained Cohesive Soils," [i Geotechnical Testing Journal i], Vol. 25, pp. 85-94.
    • (2002) Geotechnical Testing Journal , vol.25 , pp. 85-94
    • Puppala, A.J.1    Viyanant, C.2    Kruzic, A.P.3    Perrin, L.4
  • 26
    • 8444225641 scopus 로고
    • Construction Research Center Report, The University of Texas at Arlington, Arlington, TX
    • Poor, A., 1974, "Behavior of Residential Slabs on Expansive Clays," Construction Research Center Report, The University of Texas at Arlington, Arlington, TX.
    • (1974) Behavior of Residential Slabs on Expansive Clays
    • Poor, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.