Measurements of long-term strength changes due to cyclic loading in Gulf of Mexico clay
Many types of deep-water offshore infrastructure are subject to cyclic movements during their design life. It is acknowledged that cyclic movement in normally consolidated clay causes the undrained strength to decrease through remoulding; but the strength can also recover (through reconsolidation)...
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| Main Authors: | , , , , , |
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| Format: | Proceeding |
| Language: | en |
| Published: |
2020
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| Subjects: | |
| Online Access: | http://ir.unimas.my/id/eprint/45975/1/Measurements%20of%20long-term%20strength%20-%20Copy.pdf http://ir.unimas.my/id/eprint/45975/ https://www.issmge.org/publications/publication/measurements-of-long-term-strength-changes-due-to-cyclic-loading-in-gulf-of-mexico-clay |
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