1 |
Chan, C. K. (1981), An electropneumatic cyclic loading system, Geotechnical Testing Journal, Vol. 4, No. 4, pp. 183-187.
DOI
|
2 |
Chung, C. K. and Finno, R. J. (1992), Influence of depositional processes on the geotechnical parameters of Chicago glacial clays, Engineering Geology, Vol. 32, No. 4, pp. 225-242.
DOI
ScienceOn
|
3 |
Jung, Y. H. and Kim, T. (2014), Stiffness reduction in soft Chicago clay during deep urban excavations, Geotechnical Aspects of Underground Construction in Soft Ground, Korean Geotechnical Society, Seoul, Korea, pp. 287-291.
|
4 |
Kim, T. (2011), Incrementally nonlinear responses of soft Chicago glacial clays, Ph.D. thesis, Northwestern Univ., Evanston, IL. pp. 58-84.
|
5 |
Kim, T. and Finno, R. J. (2012), Anisotropy evolution and irrecoverable deformation in triaxial stress probes, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No. 2, pp. 155-165.
DOI
|
6 |
Kolymbas, D. (1991), An outline of hypoplasticity. Archive of Applied Mechanics, Vol. 61, pp. 143-151.
|
7 |
Masin, D. (2005), A hypoplastic constitutive model for clays, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 29, No. 4, pp. 311-366.
DOI
|
8 |
Sarabia, F. (2012), Interpretation of the performance of earth retention structures using multi-objective optimization tech-niques and a hypo-plastic constitutive law. Ph.D thesis, Northwestern University, U.S. pp. 112-185.
|