[1]
R. J. Chandler, “Clay Sediments in Depositional Basin: The Geotechnical Cycle,” The Quarterly Journal of Engineering Geology and Hydrology, Vol. 33, No. 1, 2000, pp. 7-39.
http://dx.doi.org/10.1144/qjegh.33.1.7
[2]
S. Leroueil and P. R. Vaughan, “The General and Congruent Effects of Structure in Natural Soils and Weak Rocks,” Géotechnique, Vol. 40, 1990, pp. 467-488.
http://dx.doi.org/10.1680/geot.1990.40.3.467
[3]
J. B. Burland, “On the Compressibility and Shear Strength of Natural Clays,” Géotechnique, Vol. 40, No. 3, 1990, pp. 329-378.
http://dx.doi.org/10.1680/geot.1990.40.3.329
[4]
M. D. Liu, J. P. Carter and C. S. Desai, “Modeling Com-Pression Behavior of Structured Geomaterials,” International Journal of Geomechanics, ASCE, Vol. 3, No. 2, 2003, pp. 191-204.
[5]
S. Buchan and D. T. Smith, “Deep-Sea Sediment Compression Curves: Some Controlling Factors, Spurious Overconsolidation, Predictions, and Geophysical Reproduction,” Marine Georesources and Geotechnology, Vol. 17, No. 1, 1999, pp. 65-81.
http://dx.doi.org/10.1080/106411999274016
[6]
T. S. Nagaraj and B. R. Srinivasa Murthy, “A Critical Reappraisal of Compression Index Equation,” Géotechnique, Vol. 36, 1986, pp. 27-32.
http://dx.doi.org/10.1680/geot.1986.36.1.27
[7]
Z. Hong, J. Yin and Y. Cui. “Compression Behaviour of Reconstituted Soils at High Initial Water Contents,” Géotechnique, Vol. 60, No. 9, 2010, pp. 691-700.
http://dx.doi.org/10.1680/geot.09.P.059
[8]
T. S. Nagaraj and B. R. Srinivasa Murthy, “Rationalization of Skempton's Compressibility Equation,” Géotechnique, Vol. 33, No. 4, 1983, pp. 433-443.
http://dx.doi.org/10.1680/geot.1983.33.4.433
[9]
Z. Hong, “Void Ratio-Suction Behavior of Remolded Ariake Clays,” Geotechnical Testing Journal, Vol. 30, No. 3, 2007, pp. 234-239.
[10]
A. B. Cerato and A. J. Lutenegger, “Determining Intrinsic Compressibility of Fine-Grained Soils,” ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 8, 2004, pp. 872-877.
