1 |
Kim, J. Y., Jang, E. R., and Chung, C. K. (2011), "Evaluation of Accuracy and Optimization of Digital Image Analysis Technique for Measuring Deformation of Soils", Journal of the Korean Geotechnical Society, Vol.27, No.7, pp.5-16.
DOI
|
2 |
Jang, E. R., Jung, Y. H., and Chung, C. K. (2009), "An Optimal Digital Image Analysis Technique for Measuring Deformation of Granular Soils", Journal of the Korean Geotechnical Society, Vol.25, No.12, pp.119-130.
|
3 |
Jang, E. R., Jung, Y. H., Kim, J. Y., and Chung, C. K. (2011), "Assessment of Shear Band Characteristics in Granular Soils Using Digital Image Analysis for Plane Strain Tests", Journal of the Korean Geotechnical Society, Vol.27, No.4, pp.51-65.
DOI
|
4 |
Alshibli, K. A. and 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
|
5 |
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
|
6 |
Alshibli, K., Godbold, D. L., and Hoffman, K. (2004), "Strain Localization in Clay: Plane Strain versus Triaxial Loading Conditions", Geotechnical Testing Journal, Vol.27, No.4, pp.337-346.
|
7 |
Alshibli, K. A. and Akbas, I. S. (2007), "Sand Shear Band Thickness Measurements by Digital Imaging Techniques", Geotechnical & Geological Engineering, Vol.25, pp.45-55.
DOI
|
8 |
Arthur, J. R. F., Dunston, T., Al-Ani., Q. A. J., and Assadi. A. (1977), "Plastic Deformation and Failure in Granular Media", Geotechnique, Vol.27, No.1, pp.53-74
DOI
|
9 |
Callisto, L. and Calabresi, G. (1998), "Mechanical Behaviour of Natural Soft Clay", Geotechnique, Vol.48, No.4, pp.495-513.
DOI
|
10 |
Desreus, 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
|
11 |
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
|
12 |
Gylland, A. S., Jostad, H. P., and Nordal, S. (2014), "Experimental Study of Strain Localization in Sensitive Clays", Acta Geotechnica, Vol.9, pp.227-240.
DOI
|
13 |
Hicher, P. Y., Wahyudi, H., and Tessier, D. (1994), "Microstructural Analysis of Strain Localisation in Clay", Computers and Geotechnics, Vol.16, pp.205-222.
DOI
|
14 |
Jang, D. J. and Frost, J. D. (2000), "Use of Image Analysis to Study the Microstructure of a Failed Sand Specimen", Canadian Geotechnical Journal, Vol.37, pp.1141-1149.
DOI
|
15 |
Jang, E. R., Chung, C. K., and Choo, Y. S. (2011), "Estimation of Spatial Deformation in Granular Soil Specimens by Plane Strain Test with Digital Image Analysis", Proceedings of the Twenty-first International Offshore and Polar Engineering Conference, pp.397-404.
|
16 |
Peters, J., Lade, P., and Bro, A. (1988), "Shear Band Formation in Triaxial and Planes Strain Tests", Advanced triaxial testing of soil and rock, ASTM, STP977.
|
17 |
Kim, J. Y., Jang, E. R., Yune, C. Y., and Chung, C. K. (2011), "Internal Deformation of Soil during Consolidation in Radial Drainage Condition", International Symposium on Deformation Characteristics of Geomaterials, pp.1144-1149.
|
18 |
Lin, H. and Penumadu, D. (2006), "Strain Localization in Combined Axial Torsional Testing on Kaolin Clay", Journal of Engineering Mechanics, Vol.132, No.5, pp.555-564.
DOI
|
19 |
Oda, M. and Kazama, H. (1998), "Microstructure of Shear Bands and its Relation to the Mechanisms of Dilatancy and Failure of Dense Granular Soils", Geotechnique, Vol.48, No.4, pp.465-481.
DOI
|
20 |
Rhee, Y. (1991), "Experimental Evaluation of Strain-softening behavior of Normally Consolidated Chicago Clays in Plane Strain Compression", Ph.D. Dissertation, Northwestern University, Evanston, Illinois.
|
21 |
Roscoe, K. H. (1970), "The Influence of Strains in Soil Mechanics", Geotechnique, Vol.20, No.2, pp.129-170.
DOI
|
22 |
Saada, A. S., Bianchini, G. F., and Liang, L. (1994), "Cracks, Bifurcationand Shear Bands Propagation in Saturated Clays", Geotechnique, Vol.44, No.1, pp.35-64.
DOI
|
23 |
Wong, R. C. K. (2000), "Shear Deformation of Locked Sand in Triaxial Compression", Geotechnical Testing Journal, GTJODJ, Vol.23, No.2, pp.158-170.
DOI
|
24 |
White, D. J. and Take, W. A. (2003), "GeoPIV: Particle Image Velocimetry (PIV) Software for Use in Geotechnical Testing", Technical Report, Cambridge University Department of Engineering, Cambridge, UK.
|
25 |
White, D. J., Take, W. A., and Bolton, M. D. (2003), "Soil Deformation Measurement Using Particle Image Velocimetry (PIV) and Photogrammetry", Geotechnique, Vol.53, No.7, pp.619-631.
DOI
|