Maximum strain effect and secant modulus variation of hemic peat soil at large deformation due to cyclic loading

This study presents the findings obtained in post-cyclic behaviour and degradation of shear strength from the static triaxial test, cyclic triaxial test and post-cyclic monotonic triaxial test to study the dynamic loading relationships with the degradation of shear strength after cyclic loading to t...

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Bibliographic Details
Main Authors: Habib Musa Mohamad, Adnan Zainorabidin, Mohamad Ibrahim Mohamad
Format: Article
Language:English
English
Published: C.E.J, Tehran, Iran 2022
Subjects:
Online Access:https://eprints.ums.edu.my/id/eprint/36582/1/ABSTRACT.pdf
https://eprints.ums.edu.my/id/eprint/36582/2/FULLTEXT.pdf
https://eprints.ums.edu.my/id/eprint/36582/
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Institution: Universiti Malaysia Sabah
Language: English
English