1. Interpretation of overconsolidation ratio from in situ tests in recent clay deposits in Singapore and Malaysia;Chang;Canadian Geotechnical Journal,1991
2. Evaluation of in situ strength and deformation characteristics of soils using Flat Dilatometer;Iwasaki,1994
3. Evaluation of angle of shear resistance of sandy soils using Flat Dilatometer;Iwasaki;JSCE, Journal of Geotechnical Engineering,1994
4. A study of the mechanical behaviour of normally consolidated cohesive soils;Kamei;Thesis presented to the Tokyo Institute of Technology, at Tokyo, Japan, in partial fulfillment of the requirements for the degree of Doctor of Engineering,1985
5. An evaluation of soil parameters obtained by Flat Dilatometer test;Kamei;JSCE, Journal of Geotechnical Engineering,1994