The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading
The Batu Pahat Soft Clay, (BPSC) of Universiti Tun Hussein Onn Malaysia, (UTHM) were low in shear strength, bearing capacity, and suffer large settlements when subjected to loading. They undergo varies of dynamic cyclic loadings during their design lifetime and the response was typically more comple...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2017
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/4415/ http://eprints.uthm.edu.my/4415/1/AJ%202017%20%28161%29%20The%20behaviour%20of%20remolded%20Batu%20Pahat%20soft%20clay.pdf |
| _version_ | 1848888281485279232 |
|---|---|
| author | Lim, Alvin John Meng Siang Izzudini, Muhammad Arif Azraei |
| author_facet | Lim, Alvin John Meng Siang Izzudini, Muhammad Arif Azraei |
| author_sort | Lim, Alvin John Meng Siang |
| building | UTHM Institutional Repository |
| collection | Online Access |
| description | The Batu Pahat Soft Clay, (BPSC) of Universiti Tun Hussein Onn Malaysia, (UTHM) were low in shear strength, bearing capacity, and suffer large settlements when subjected to loading. They undergo varies of dynamic cyclic loadings during their design lifetime and the response was typically more complex, requiring engineers to investigate the dynamic behaviour of soils thoroughly in the laboratory. The objectives of this research were to simulate remolded Batu Pahat Soft Clay (RBPSC) samples with different σv’, to study the dynamic shear modulus, G and damping ratio, D of (RBPSC) under cyclic loading with different f, OCRs, σv’ and σc’ and to analyses the correlation between G and D of the (RBPSC) with the OCR values under cyclic loading. As result, the 100 x 50 mm of remoulded samples are succeed simulated by using large strain consolidation apparatus of 50, 80 and 100 kPa of pre consolidation stress, contain moisture ranging within 42 to 55%. The series of remolded consolidated undrained dynamic cyclic triaxial test were ran under OCR of 1, 2, 3.85 and 4. Hence, it could be concluded that the G decreased when increasing of f and OCRs subjected to increasing axial strain while the G corresponding to each σv’ increases slightly as the σv’ becomes higher. The D shows minor increased when increasing of the f, OCRs and σv’ when subjected to increasing axial strain. Thus, input of parameter G and D can be review as technical values to key design structure on top of soil layer. |
| first_indexed | 2025-11-15T20:07:47Z |
| format | Article |
| id | uthm-4415 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T20:07:47Z |
| publishDate | 2017 |
| publisher | EDP Sciences |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-44152021-12-02T07:34:12Z http://eprints.uthm.edu.my/4415/ The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading Lim, Alvin John Meng Siang Izzudini, Muhammad Arif Azraei TP785-869 Clay industries. Ceramics. Glass The Batu Pahat Soft Clay, (BPSC) of Universiti Tun Hussein Onn Malaysia, (UTHM) were low in shear strength, bearing capacity, and suffer large settlements when subjected to loading. They undergo varies of dynamic cyclic loadings during their design lifetime and the response was typically more complex, requiring engineers to investigate the dynamic behaviour of soils thoroughly in the laboratory. The objectives of this research were to simulate remolded Batu Pahat Soft Clay (RBPSC) samples with different σv’, to study the dynamic shear modulus, G and damping ratio, D of (RBPSC) under cyclic loading with different f, OCRs, σv’ and σc’ and to analyses the correlation between G and D of the (RBPSC) with the OCR values under cyclic loading. As result, the 100 x 50 mm of remoulded samples are succeed simulated by using large strain consolidation apparatus of 50, 80 and 100 kPa of pre consolidation stress, contain moisture ranging within 42 to 55%. The series of remolded consolidated undrained dynamic cyclic triaxial test were ran under OCR of 1, 2, 3.85 and 4. Hence, it could be concluded that the G decreased when increasing of f and OCRs subjected to increasing axial strain while the G corresponding to each σv’ increases slightly as the σv’ becomes higher. The D shows minor increased when increasing of the f, OCRs and σv’ when subjected to increasing axial strain. Thus, input of parameter G and D can be review as technical values to key design structure on top of soil layer. EDP Sciences 2017 Article PeerReviewed text en http://eprints.uthm.edu.my/4415/1/AJ%202017%20%28161%29%20The%20behaviour%20of%20remolded%20Batu%20Pahat%20soft%20clay.pdf Lim, Alvin John Meng Siang and Izzudini, Muhammad Arif Azraei (2017) The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading. MATEC Web of Conferences, 103 (07004). pp. 1-7. http://dx.doi.org/10.1051/matecconf/201710307004 |
| spellingShingle | TP785-869 Clay industries. Ceramics. Glass Lim, Alvin John Meng Siang Izzudini, Muhammad Arif Azraei The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title | The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title_full | The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title_fullStr | The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title_full_unstemmed | The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title_short | The behaviour of remolded Batu Pahat soft clay with different OCR values under cyclic loading |
| title_sort | behaviour of remolded batu pahat soft clay with different ocr values under cyclic loading |
| topic | TP785-869 Clay industries. Ceramics. Glass |
| url | http://eprints.uthm.edu.my/4415/ http://eprints.uthm.edu.my/4415/ http://eprints.uthm.edu.my/4415/1/AJ%202017%20%28161%29%20The%20behaviour%20of%20remolded%20Batu%20Pahat%20soft%20clay.pdf |