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RISDiscussion of “Finite Strain, Anisotropic Modified Cam Clay Model with Plastic Spin. I: Theory” by George Z. Voyiadjis and Chung R. Song
Publisher: American Society of Civil Engineers
Discussion of “Finite Strain, Anisotropic Modified Cam Clay Model with Plastic Spin. II: Application to Piezocone Test” by George Z. Voyiadjis and Chung R. Song
Publisher: American Society of Civil Engineers
Effect of Anisotropy and Destructuration on Behavior of Haarajoki Test Embankment
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the influence of anisotropy and destructuration on the behavior of Haarajoki test embankment, which was built by the Finnish National Road Administration as a noise barrier in 1997 on a soft clay ...
Modeling Time-Dependent Behavior of Soft Sensitive Clay
Publisher: American Society of Civil Engineers
Abstract: The paper focuses on investigating the destructuration process during time-dependent stress-strain evolution. For this purpose, various oedometer tests and triaxial tests on intact and reconstituted samples of soft sensitive ...
Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the influence of anisotropy and destructuration on the behavior of a test embankment on soft clay. The test embankment at Murro, Finland, was commissioned in 1993 by the Finnish Road Administration ...
Modeling of Laboratory Tests on Saint-Roch-de-l’Achigan Clay with S-CLAY1S Model
Publisher: American Society of Civil Engineers