Abstract
Rheological characteristics of a kaolinite clay (KIBUSHI clay) have been studied by a stress-controlled triaxial compression test conducted for six different values of water content ranged from plastic limit to liquid limit of the clay.
An analysis based on a deformation model of Murayama and Shibata leads to the following conclusions:
a) The upper yield value σup of the clay is about 75 to 80% of the unconfined compression strength qu, and the lower yield value σlow is about 1 to 3% of qu. They are relatcd to the water content W as
σup=σ0up EXP(-W) and σlow=σ0low EXP(-W),
where σ0up and σ0low are constant values (kg/cm2) respectively.
b) Two Young's moduli E1 and E2 in the deformation model decrease exponentially with water content W. The ratio E1/E2, however, decreases linearly with water content W.