DILATANCY BEHAVIOR IN CONSTANT STRAIN RATE CONSOLIDATION TEST

DILATANCY BEHAVIOR IN CONSTANT STRAIN RATE CONSOLIDATION TEST

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Subjected to remolded young clay, this paper shows that a lot of time dependent behavior in the standard consolidation (SC) and constant strain rate consolidation (CSRC) tests is represented systematically by a simple assumption concerning the time dependency of dilatancy. In the SC test, at the fir...

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Bibliographic Details
Main Authors: Berty Sompie, Katsuhiko Arai, Akira Kita
Format: Article
Language:English
Published: Petra Christian University 2006-01-01
Series:Civil Engineering Dimension
Subjects:
clay
consolidation test
dilatancy
time effect.
Online Access:http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/16461

Internet

http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/16461

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