Pore pressure response of undrained two-way cyclic loading of silt
A series of stress-controlled undrained two-way cyclic loading tests were performed on reconstituted samples of isotropically consolidated Keuper Marl silt (LL = 36%, PI = 19%) of various stress histories and stress levels. The series included cyclic loading with and without rest-periods, and result...
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| Format: | Article |
| Language: | English |
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Faculty of Civil Engineering, Universiti Teknologi Malaysia
1999
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| Online Access: | http://eprints.utm.my/id/eprint/27885/1/Aminaton%20Marto199_Pore%20Pressure%20Response%20of%20Undrained%20TwoWay.pdf http://eprints.utm.my/id/eprint/27885/ http://www.civil.utm.my/content.php?id=387&cid=204&lang=1 |
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| Institution: | Universiti Teknologi Malaysia |
| Language: | English |