Determination of pile failure mechanism under pullout test in loose sand
Estimating the deformation of soil around the pile contributes to reliable design of structures under pullout force. This work presents the results of a series of small-scale physical modelling tests designed to investigate the uplift resistance of piles with diameter of 5 cm and slenderness ratios...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Central South University of Technology
2015
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/58266/ http://dx.doi.org/10.1007/s11771-015-2666-8 |
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