메뉴 건너뛰기




Volumn 27, Issue 5, 2004, Pages 504-510

Analysis of factors influencing the shear deformation of granular materials

Author keywords

Dilation; Energy; Image analysis; Shear

Indexed keywords

COMPOSITION; IMAGE ANALYSIS; IMAGING TECHNIQUES; SHEAR DEFORMATION; TEXTURES; X RAY ANALYSIS;

EID: 7444252883     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (4)

References (25)
  • 1
    • 0019213199 scopus 로고
    • The shape of rock particles, a critical review
    • Barrett, P. J., 1980, "The Shape of Rock Particles, a Critical Review," Sedimentology, Vol. 27, pp. 291-303.
    • (1980) Sedimentology , vol.27 , pp. 291-303
    • Barrett, P.J.1
  • 2
    • 0025405031 scopus 로고
    • Frequency distribution of void ratio of granular materials determined by an image analyzer
    • Bhatia, S. K. and Soliman, A. F., 1990, "Frequency Distribution of Void Ratio of Granular Materials Determined by an Image Analyzer," Soils and Foundation, Vol. 30, No. 1, pp. 1-16.
    • (1990) Soils and Foundation , vol.30 , Issue.1 , pp. 1-16
    • Bhatia, S.K.1    Soliman, A.F.2
  • 3
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M., 1986, "The Strength and Dilatancy of Sands," Geotechnique, Vol. 36, No. 1, pp. 65-78.
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.1
  • 4
    • 7444238938 scopus 로고    scopus 로고
    • Geometry analysis of aggregate particles using imaging techniques
    • American Society of Civil Engineers
    • Chandan, C., Sivakumar, K., Masad, E., and Fletcher, T., 2004, "Geometry Analysis of Aggregate Particles Using Imaging Techniques," Journal of Computing in Civil Engineering, American Society of Civil Engineers, Vol. 18, No. 1, pp. 75-82.
    • (2004) Journal of Computing in Civil Engineering , vol.18 , Issue.1 , pp. 75-82
    • Chandan, C.1    Sivakumar, K.2    Masad, E.3    Fletcher, T.4
  • 6
    • 0030285208 scopus 로고    scopus 로고
    • Development of a computer vision technique for in-situ soil characterization
    • Hryciw, R. D. and Raschke, S. A., 1996, "Development of a Computer Vision Technique for In-Situ Soil Characterization," Transportation Research Record 1526, pp. 86-97.
    • (1996) Transportation Research Record 1526 , pp. 86-97
    • Hryciw, R.D.1    Raschke, S.A.2
  • 8
    • 0024684035 scopus 로고
    • Direct shear tests on sand
    • Jewell, R. A., 1989, "Direct Shear Tests on Sand," Geotechnique, Vol. 39, No. 2, pp. 309-322.
    • (1989) Geotechnique , vol.39 , Issue.2 , pp. 309-322
    • Jewell, R.A.1
  • 10
    • 0003707326 scopus 로고
    • Department of Civil and Environmental Engineering, The Georgia Institute of Technology, Report No. GIT-CEE/GEO-95-1, Atlanta, GA
    • Kuo, C. Y. and Frost, J. D., 1995, Quantifying the Fabric of Granular Materials - An Image Analysis Approach, Department of Civil and Environmental Engineering, The Georgia Institute of Technology, Report No. GIT-CEE/GEO-95-1, Atlanta, GA.
    • (1995) Quantifying the Fabric of Granular Materials - an Image Analysis Approach
    • Kuo, C.Y.1    Frost, J.D.2
  • 16
    • 84996360032 scopus 로고
    • Initial fabric and their relations to mechanical properties of granular material
    • Oda, M., 1972, "Initial Fabric and their Relations to Mechanical Properties of Granular Material," Soils and Foundations, Vol. 12, No. 1, pp. 17-36.
    • (1972) Soils and Foundations , vol.12 , Issue.1 , pp. 17-36
    • Oda, M.1
  • 17
    • 0023306779 scopus 로고
    • Finite element analysis of the direct-shear box test
    • Potts, D. M., Dounias, G. T., and Vaughan, P. R., 1987, "Finite Element Analysis of the Direct-Shear Box Test," Geotechnique, Vol. 37, No. 1, pp. 11-23.
    • (1987) Geotechnique , vol.37 , Issue.1 , pp. 11-23
    • Potts, D.M.1    Dounias, G.T.2    Vaughan, P.R.3
  • 19
    • 0025920120 scopus 로고
    • Stress-strain behaviour of sands in triaxial and direct simple shear tests
    • Rossato, G. and Simonini, P., 1991, "Stress-Strain Behaviour of Sands in Triaxial and Direct Simple Shear Tests," Canadian Geotechnical Journal, Vol. 28, No. 2, pp. 276-281.
    • (1991) Canadian Geotechnical Journal , vol.28 , Issue.2 , pp. 276-281
    • Rossato, G.1    Simonini, P.2
  • 20
    • 0000738064 scopus 로고
    • The stress dilatancy relation for the static equilibrium of an assembly of particles in contact
    • Rowe, P. W., 1962, "The Stress Dilatancy Relation for the Static Equilibrium of an Assembly of Particles in Contact," Proceedings of the Royal Society, A 269, pp. 500-527.
    • (1962) Proceedings of the Royal Society , vol.269 A , pp. 500-527
    • Rowe, P.W.1
  • 21
    • 0002786251 scopus 로고
    • The relation between the shear strength of sands in triaxial compression, plane strain and direct shear
    • Rowe, P. W., 1969, "The Relation Between the Shear Strength of Sands in Triaxial Compression, Plane Strain and Direct Shear," Geotechnique, Vol. 19, No. 1, pp. 75-86.
    • (1969) Geotechnique , vol.19 , Issue.1 , pp. 75-86
    • Rowe, P.W.1
  • 22
    • 7444252058 scopus 로고    scopus 로고
    • SAS system, Version Eight, SAS Institute, Cary, NC
    • SAS system, Version Eight, 1999, SAS Institute, Cary, NC.
    • (1999)
  • 23
    • 0020466083 scopus 로고
    • Experimental observation of shear band patterns in direct shear tests
    • Balkema
    • Scarpelli, G. and Wood, D., 1982, "Experimental Observation of Shear Band Patterns in Direct Shear Tests," Proceedings, IUTAM Symposium, Balkema, pp. 473-484.
    • (1982) Proceedings, IUTAM Symposium , pp. 473-484
    • Scarpelli, G.1    Wood, D.2
  • 25
    • 0031234402 scopus 로고    scopus 로고
    • Interpretation of direct shear box testing of sands as quasi-simple shear
    • Shibuya, S., Mitachi, T., and Tamate, S., 1997, "Interpretation of Direct Shear Box Testing of Sands as Quasi-Simple Shear," Geotechnique, Vol. 47, No. 4, pp. 769-790.
    • (1997) Geotechnique , vol.47 , Issue.4 , pp. 769-790
    • Shibuya, S.1    Mitachi, T.2    Tamate, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.