1 |
Bowman, E. T., Soga, K. and Drummond, W. (2001), Particle shape characterisation using fourier descriptor analysis, Geotechnique, Vol. 51, No. 6, pp. 545-554.
DOI
|
2 |
Cho, W. (2007), Recent stress effects on compressible Chicago glacial clay, Ph.D thesis, Northwestern University.
|
3 |
Gudehus, G. and Masin, D. (2009), Graphical representation of constitutive equations. Geotechnique, Vol. 59, No. 2, pp. 147-151.
DOI
|
4 |
Hundal, H. S., Rohani, S., Wood, H. C. and Pons, M. N. (1997), Particle shape characterization using image analysis and neural networks, Powder Technology, Vol. 91, No. 3, pp. 217-227.
DOI
|
5 |
Jung, Y. H. and Cho, W. (2010), Singular value decomposition of the compliance response matrix for the triaxial stress condition, Computers and Geotechnics, Vol. 37, No. 4, pp. 565-572.
DOI
|
6 |
Jung, Y. H., Cho, W. and Finno, R. J. (2007), Defining yield from bender element measurements in triaxial stress-probe experiment, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 133, No. 7, pp. 841-849.
DOI
|
7 |
Kim, T. and Finno, R. J. (2012), Anisotropy evolution and irrecoverable deformation in triaxial stress probes, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 2, pp. 155-165.
DOI
|
8 |
Kim, T. and Jung, Y. H. (2015), Detecting structural collapse of structured natural clays using singular value decomposition of the strain response envelope, Soils and foundations, Vol. 55, No. 5, pp. 964-974.
|
9 |
Masin, D., Tamagnini, C., Viggiani, G. and Costanzo, D. (2006), Directional response of a reconstituted fine-grained soil - Part II: Performance of different constitutive models, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 30, No. 13, pp. 1303-1336.
DOI
|
10 |
Rosler, R., Schneider, H. A. and Schuberth, R. (1987), Relation between particle shape and profile fourier coefficients, Powder Technology, Vol. 49, No. 3, pp. 255-260.
DOI
|