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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| Main Authors: | , , |
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| Format: | Article |
| Language: | en en |
| Published: |
C.E.J, Tehran, Iran
2022
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| 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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