Simplified Constant Volume Simple Shear Tests on Clay
Shear strength; Shearing; Constant volumes; Direct simple shears; Over consolidation ratio; Pore-water pressures; Shearing rates; Undrained shear strength; Undrained strength; Vertical movement; Shearing machines
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Springer Verlag
2023
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| _version_ | 1833411627477630976 |
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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 | Shear strength; Shearing; Constant volumes; Direct simple shears; Over consolidation ratio; Pore-water pressures; Shearing rates; Undrained shear strength; Undrained strength; Vertical movement; Shearing machines |
| format | Article |
| id | my.uniten.dspace-23744 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Springer Verlag |
| record_format | dspace |
| spelling | my.uniten.dspace-237442023-05-29T14:51:27Z Simplified Constant Volume Simple Shear Tests on Clay Thian S.Y. Lee C.Y. 56285179400 57193686383 Shear strength; Shearing; Constant volumes; Direct simple shears; Over consolidation ratio; Pore-water pressures; Shearing rates; Undrained shear strength; Undrained strength; Vertical movement; Shearing machines This study investigates the shear parameter differences for an offshore clay tested under simplified constant volume direct simple shear (CDSS) and conventional non-constant volume Direct Simple Shear (DSS) conditions. Undrained test is achieved by maintaining constant specimen height against vertical movement in CDSS device. The change in vertical stress which occurs during shearing is assumed to be the equivalent pore water pressure in a truly undrained test. A series of undrained simple shear tests was performed at various vertical stresses, overconsolidation ratios (OCR) and shearing rates. The shear strength of clay specimen is overestimated when it is tested under conventional DSS device as compared to that under CDSS device. However, the secant modulus of normally consolidated local Terengganu Offshore Clay (TOC) specimens tested under CDSS device is at least two times greater than those under conventional DSS device. When offshore clay is tested under CDSS device, the normalized undrained strength of clay increases with OCR and the undrained shear strength of clay increases with shearing rate. � 2018, Korean Society of Civil Engineers. Final 2023-05-29T06:51:27Z 2023-05-29T06:51:27Z 2018 Article 10.1007/s12205-018-0467-y 2-s2.0-85045148387 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045148387&doi=10.1007%2fs12205-018-0467-y&partnerID=40&md5=68c967745d7a9a36553ea90b9f9c7edc https://irepository.uniten.edu.my/handle/123456789/23744 22 8 2834 2842 Springer Verlag Scopus |
| spellingShingle | Thian S.Y. Lee C.Y. Simplified Constant Volume Simple Shear Tests on Clay |
| title | Simplified Constant Volume Simple Shear Tests on Clay |
| title_full | Simplified Constant Volume Simple Shear Tests on Clay |
| title_fullStr | Simplified Constant Volume Simple Shear Tests on Clay |
| title_full_unstemmed | Simplified Constant Volume Simple Shear Tests on Clay |
| title_short | Simplified Constant Volume Simple Shear Tests on Clay |
| title_sort | simplified constant volume simple shear tests on clay |
| url_provider | http://dspace.uniten.edu.my/ |