1. The relationship of stress path behaviour of an overconsolidated saturated clay to maximum past pressure;Ali,1975
2. Research project: Repeated loading on clay, Summary and interpretation of test results;Andersen,1975
3. The measurement of soil properties in the triaxial test;Bishop,1962
4. A rational method for determining the in-situ coefficient of earth pressure at rest;Chang,1973
5. Shear strength characteristics of Nong Ngoo Hao clay under isotropically consolidated undrained compression tests;Chang,1974