粘土の強度と圧密特性に関するレオロジー的考察

Abstract

This is a report of a theoretical and experimental researches on thestrength characters of clay.The authors had previously insisted that the solution of rheological behaviourof clay should be treated with the theory deduced from the micrometric standpoint.From this standpoint, a new fundamental formula concerning the rheologicalproperties of clay was derived.In the present paper, applying the formula and experiments, some importantproblems on soil structure-such as creep failure, dynamic behaviour or secondarytime effect are investigated.