About Research

Search for PARI Report/Technical Note

Effect of Loading Duration on the Consolidation Indices

Publication year Port and Airport Research Institute Report 008-02-02 1969.06
Author(s) Fumiko OGAWA
Department
/Divison
Soils Division Soil Investigation Section
Executive Summary

Five kinds of rapid consolidation tests were compared experimentally with the tandard 24-hr test, in connection with an increasing demand of consolidation tests of soft clays. A little difference in between the tests due to the secondary compression was observed, in which such indices as the modulus of volume compressibility, the coefficient of compressibility, the compressibility index, and the preconsolidation pressure were greater in an average for the rapid consolidation tests. In practicve, however, the differences are so little in comparison with those due to non-uniformity of actural soils, that the rapid consolidation tests may well be used with enough accuracy.

PDF File /en/pdf/en/vol008-no02-02.pdf