Behaviour of expanded piles under upward loading due to radial preloading in soft clay
A two-dimensional numerical analysis was employed to evaluate the radial preloading effects on the bored piles bearing capacity under upward loading. Verification of the numerical model was conducted by comparing the calculated allowable load capacity based on a series of physical models in the smal...
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
Springer Verlag
2016
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/73888/ https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971350881&doi=10.1007%2fs12517-015-2081-3&partnerID=40&md5=1ccb03f8830fd5587377529dc302bde0 |
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| Institution: | Universiti Teknologi Malaysia |