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/27885/1/Aminaton%20Marto199_Pore%20Pressure%20Response%20of%20Undrained%20TwoWay.pdf |
| _version_ | 1796856375138058240 |
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| author | Marto, Aminaton |
| author_facet | Marto, Aminaton |
| author_sort | Marto, Aminaton |
| collection | ePrints |
| description | 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 resulted in either failure or non-failure of the sample during cyclic loading. Following a restperiod, non-failure samples were subject to further cyclic loading, Studies on the pore pressure response of normally consolidated samples indicated that permanent pore pressure developed steadily with the loading period, but the rate of development decreased as the loading period increased. A linear relationship was found to exist between the normalised permanent pressure rate and time, plotted on logarithmic scales |
| first_indexed | 2024-03-05T18:42:00Z |
| format | Article |
| id | utm.eprints-27885 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T18:42:00Z |
| publishDate | 1999 |
| publisher | Faculty of Civil Engineering, Universiti Teknologi Malaysia |
| record_format | dspace |
| spelling | utm.eprints-278852012-08-13T02:59:12Z http://eprints.utm.my/27885/ Pore pressure response of undrained two-way cyclic loading of silt Marto, Aminaton TA Engineering (General). Civil engineering (General) 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 resulted in either failure or non-failure of the sample during cyclic loading. Following a restperiod, non-failure samples were subject to further cyclic loading, Studies on the pore pressure response of normally consolidated samples indicated that permanent pore pressure developed steadily with the loading period, but the rate of development decreased as the loading period increased. A linear relationship was found to exist between the normalised permanent pressure rate and time, plotted on logarithmic scales Faculty of Civil Engineering, Universiti Teknologi Malaysia 1999 Article PeerReviewed application/pdf en http://eprints.utm.my/27885/1/Aminaton%20Marto199_Pore%20Pressure%20Response%20of%20Undrained%20TwoWay.pdf Marto, Aminaton (1999) Pore pressure response of undrained two-way cyclic loading of silt. Jurnal Kejuruteraan Awam, 11 (1). pp. 35-62. ISSN 0128-0147 http://www.civil.utm.my/content.php?id=387&cid=204&lang=1 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Marto, Aminaton Pore pressure response of undrained two-way cyclic loading of silt |
| title | Pore pressure response of undrained two-way cyclic loading of silt |
| title_full | Pore pressure response of undrained two-way cyclic loading of silt |
| title_fullStr | Pore pressure response of undrained two-way cyclic loading of silt |
| title_full_unstemmed | Pore pressure response of undrained two-way cyclic loading of silt |
| title_short | Pore pressure response of undrained two-way cyclic loading of silt |
| title_sort | pore pressure response of undrained two way cyclic loading of silt |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/27885/1/Aminaton%20Marto199_Pore%20Pressure%20Response%20of%20Undrained%20TwoWay.pdf |
| work_keys_str_mv | AT martoaminaton porepressureresponseofundrainedtwowaycyclicloadingofsilt |