Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading
Geotechnical engineering; Ocean engineering; Cyclic degradations; Cyclic shear strain; Cyclic stress amplitudes; Deformation Characteristics; Direct simple shears; Over consolidation ratio; Pore-water pressures; Strength degradation; Shear strain; amplitude; clay; consolidation; cyclic loading; defo...
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Springer New York LLC
2023
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| _version_ | 1833413819083259904 |
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| author | Thian S.Y. Lee C.Y. |
| author2 | 56285179400 |
| author_facet | 56285179400 Thian S.Y. Lee C.Y. |
| author_sort | Thian S.Y. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Geotechnical engineering; Ocean engineering; Cyclic degradations; Cyclic shear strain; Cyclic stress amplitudes; Deformation Characteristics; Direct simple shears; Over consolidation ratio; Pore-water pressures; Strength degradation; Shear strain; amplitude; clay; consolidation; cyclic loading; deformation; degradation; shear strain; shear strength; soil mechanics |
| format | Article |
| id | my.uniten.dspace-24219 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Springer New York LLC |
| record_format | dspace |
| spelling | my.uniten.dspace-242192023-05-29T14:57:06Z Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading Thian S.Y. Lee C.Y. 56285179400 57193686383 Geotechnical engineering; Ocean engineering; Cyclic degradations; Cyclic shear strain; Cyclic stress amplitudes; Deformation Characteristics; Direct simple shears; Over consolidation ratio; Pore-water pressures; Strength degradation; Shear strain; amplitude; clay; consolidation; cyclic loading; deformation; degradation; shear strain; shear strength; soil mechanics Deformation characteristics of Malaysian offshore clay subjected to undrained cyclic constant-volume direct simple shear loading were investigated at different over-consolidation ratios and strain levels. Cyclic strain-controlled tests were undertaken with cyclic shear strain amplitudes ranging from 0.6% to 5%. As the number of cycles increased, it was observed that the cyclic stress amplitude reduced, indicating cyclic degradation, while the pore water pressure increased. � 2018, Springer Science+Business Media, LLC, part of Springer Nature. Final 2023-05-29T06:57:06Z 2023-05-29T06:57:06Z 2018 Article 10.1007/s11204-018-9492-6 2-s2.0-85042121713 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042121713&doi=10.1007%2fs11204-018-9492-6&partnerID=40&md5=1746b7d5e45258f7aa3947ffc03c237d https://irepository.uniten.edu.my/handle/123456789/24219 54 6 430 435 Springer New York LLC Scopus |
| spellingShingle | Thian S.Y. Lee C.Y. Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title | Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title_full | Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title_fullStr | Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title_full_unstemmed | Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title_short | Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
| title_sort | shear strength degradation behavior of offshore clay under cyclic loading |
| url_provider | http://dspace.uniten.edu.my/ |