1 |
Bolton, M. D. (1986), "The strength and dilatancy of sands", Geotechnique, 36, No.1, pp.65-78.
DOI
ScienceOn
|
2 |
Desrues, J., Chambon, M.,Mokni, and Mazerolle, F. (1996), "Void Ratio Evolution Inside Shear Bands in Triaxial Sand Specimens Studied by Computed Tomography", Geotechnique, Vol.46, No.3, pp.529-546.
DOI
ScienceOn
|
3 |
Finno, R. J., Harris, W.W., Mooney, M. A., and Viggiani, G. (1997), "Shear Bands in Plane Strain Compression of Loose Sand", Geotechnique, Vol.47, No.1, pp.149-165.
DOI
ScienceOn
|
4 |
Han, C., and Drescher, A. (1993), "Shear bands in biaxial tests on dry coarse sand", Soil Found., Vol.33, No.1, pp.118-132.
DOI
|
5 |
Alshibli, K. A., Sture, S. (1999), "Sand Shear Band Thickness Measurements by Digital Imaging Techniques", Journal of Computing in Civil Engineering, Vol.13, No.2, pp.103-109.
DOI
ScienceOn
|
6 |
Alshibli, K. A., Sture, S., Costes, N. C., Frank, M. L., Lankton, F. R., Batiste, S. N., and Swanson, R. A. (2000), "Assessment of Localized Deformations in Sand Using X-Ray Computed Tomography", Geotechnical Testing Journal, Vol.23, No.3, pp.274-299.
DOI
ScienceOn
|
7 |
Alshibli, K. A., and Sture, S. (2000) "Shear band formation in plane strain experiments of sand", J. Geotech. Geoenviron. Eng., Vol.126, No.6, pp.495-503.
DOI
ScienceOn
|
8 |
Vardoulakis, I. and Graf, B. (1985), "Calibration of constitutive models for granular materials using data from biaxial experiments", Geotechnique, 35(3), pp.299-317.
DOI
|
9 |
Vardoulakis, I. and Aifantis, E., (1991), "A gradient flow theory of plasticity for granular materials", Acta Mechanica, 87, pp.197-217.
DOI
ScienceOn
|
10 |
Wong, R. C. K. (2000), "Shear Deformation of locked Sand in Triaxial Compression", Geotechnical Testing Journal, Vol.23, No.2, pp.158-170.
DOI
ScienceOn
|
11 |
Jang, D.-J. and Frost, J. D. (2000), "Use of Image Analysis to Study the Microstructure of a Failed Sand Specimen", Canadian Geotechnical Journal, 37, pp.1141-1149.
DOI
ScienceOn
|
12 |
White, D. J., Take, W. A., and Bolton, M. D. (2003), "Soil Deformation measurement using particle image velocimetry (PIV) and photogrammetry", Geotechnique 53, No.7, pp.619-631.
DOI
ScienceOn
|
13 |
Peters, J., Lade, P., and Bro, A. (1988), "Shear band formation in triaxial and plane strain tests", Advanced triaxial testing of soil and rock, ASTM, STP977, R. Donaghe, R. Chaney, and M. Silver, eds., ASTM, West Conshohocken, pp.604-627.
|
14 |
Rechenmacher, A. L., and Finno, J. F. (2004), "Digital Image Correlation to Evaluate Shear Banding in Dilative Sands", Geotechnical Testing Journal, Vol.27, No.1, pp.1-10.
|
15 |
Roscoe, K. H. (1970), "The influence of strains in soil mechanics", Geotechnique, 20(2), pp.129-170.
DOI
|
16 |
Saderkarimi, A., and Olson, S. M. (2010), "Shear band formation observed in ring shear tests on sandy soils", J. Geotech. Geoenviron. Eng., Vol.136, No.2, pp.366-375.
DOI
ScienceOn
|
17 |
Alshibli, K. A., Batiste, S. N., and Sture, S. (2003), "Strain Localization in Sand: Plane Strain vs.Triaxial Compression", ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol.129, No.6, pp.1-12.
DOI
ScienceOn
|
18 |
Mokni, M. (1992), "Relations Entre Deformations en Masse et Deformations Localisees dans les Materiaux Granulaires", These de Doctorat de l'Universite J. Fourier de Grenoble, France.
|
19 |
Arthur, J. R. F., Dunston, T., Al-Ani., Q. A. J., and Assadi. A., (1977), "Plastic deformation and failure in granular media", Geotechnique, 27(1), pp.53-74.
DOI
ScienceOn
|
20 |
Arthur, J. R. F. and Dunston, T. (1982), "Rupture Layers in Granular Media", Proceedings of IUTAM Conference on Deformation and Failure of Granular Materials, Delft, Rotterdam: Balkema, pp.453-459.
|
21 |
장의룡, 정영훈, 정충기 (2009), "사질토의 변형 측정을 위한 최적의 디지털 이미지 해석 기법", 한국지반공학회논문집, 제25권, 제12호, pp.119-130.
|
22 |
장의룡, 추윤식, 이원택, 정충기 (2008), "디지털 이미지 코릴레이션 기법으로 평가한 평면변형률 시험의 단부 구속 효과", 한국지반공학회논문집, 제24권, 제7호, pp.25-36.
|