飽和粘土圧縮中に生ずる間隙水圧

概要

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Investigating the pore pressure changes in triaxial test by using the model, the author has newly introduced the pore pressure coefficient β, which clearly shows the pore pressure changes in each steps of the compression test. It is perceived that there exists certain relation between β and the compression index. Especially, for the normally consolidated clay, the respective value of β is given for each clay. But, for the overconsolidated clay, the pore pressure changes are given by the functions of β and the overconsolidated pressure ratio.
信州大学工学部の論文