Torrance, J.K. (1975) On the Role of Chemistry in the Development and Behavior of the Sensitive Marine Clays of Canada and Scandinavia. Canadian Geotechnical Journal, 12, 326-335.
 Miura, N., Akamine, T. and Shimoyama, S. (1996) Study on Depositional Environment of Ariake Clay Formation, and Its Sensitivity. Journal of Geotechnical Engineering, Japan Society of Civil Engineering, 541, 119-131.
 Moum, J., Loken, T. and Torrance, J.K. (1971) A Geotechnical Investigation of the Sensitivity of a Normally Consolidated Clay from Drammen, Norway. Geotechnique, 21, 329-340.
 Torrance, J.K. (1979) Post-Depositional Changes in the Pore Water Chemistry of the Sensitive Marine Clays of the Ottawa Area, Eastern Canada. Engineering Geology, 14, 135-147.
 He, P., Ohtsubo, M., Higashi, T. and Kanayama, M. (2012) Consolidation Characteristics of Artificially Prepared Quick Clay. Proceedings of JS-Seoul 2012 International Joint Symposium on Urban Geotechnics for Sustainable Development, Seoul, 2-3 November 2012, 226-229.
 Torrance, J.K. (1974) A Laboratory Investigation of the Effect of Leaching on the Compressibility and Shear Strength of Norwegian Marine Clays. Geotechnique, 24, 155-173.
 Ohtsubo, M., Higashi, T., Kanayama, M. and Takayama, M. (2007) Depositional Geochemistry and Geotechnical Properties of Marine Clays in the Ariake Bay Area, Japan. Proceedings of the Second International Workshop on Characterisation and Engineering Properties of Natural Soils, Singapore, 29 November-1 December 2006, 1893-1937.
 Warkentin, B.P. and Yong, R.N. (1962) Shear Strength of Montmorillonite and Kaolinite Related to Interparticle Forces. Clays and Clay Minerals, 9, 210-218.
 Ohtsubo, M., Takayama, M. and Egashira, K. (1985) Properties of a Low-Swelling Smectite Marine Clay of Interest in Soil Engineering. Canadian Geotechnical Journal, 22, 241-245.
 Moum, J., Loken, T. and Torrance, J.K. (1972) A Geotechnical Investigation of a Normally Consolidated Clay from Drammen, Norway, Discussion. Geotechnique, 22, 542-544.