粘性土の力学的性状について

概要

論文の詳細を見る
In order to investigate the character of compacted cohesive soil, a series of cyclic compression tests was performed. And the volume changes of specimens also measured. The following results are obtained. 1) The cyclic compression tests are very useful to denote the failure process of. cohesive soils. 2) The volume change character is closely conected with the following factors which indicate the change of soil structure. Factors; Ene, Enl, Enp, ε_e, ε_p, ε_e/ε_t, dσ/dε. 3) The pseudo-elastic area on ε_e-ε_p curve, the uncontinuous point on (ε_e/ε_t)-ε_p curve and the branching point of Ene-ε_p curve and Enl-ε_p curve show the sudden change of structure of soil.
日本粘土学会の論文
1970-11-15