Abstract
The undrained strength anisotoropy oLaluvial marine clay were investigated through a unconfined compression tests. In the case of the Kuwana clay and Amagasaki clay, the both ratios of qu and E50 of horizontal specimen to the vertical specimen are about 0.8, and the ratios of that of Tokuyama clay are about 0.6 and 0.5, respectively. The relationship between undrained strength and angle between axis of sample and horizontal is given as a function of Ip, qu and overconsolidation ratio.
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