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Radial consolidation of soft soil under cyclic loads
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Ni, Jing, Indraratna, Buddhima, Geng, Xueyu , Carter, John Philip and Rujikiatkamjorn, Cholachat (2013) Radial consolidation of soft soil under cyclic loads. Computers and Geotechnics, 50 . pp. 1-5. doi:10.1016/j.compgeo.2012.11.011 ISSN 0266-352X.
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Official URL: http://dx.doi.org/10.1016/j.compgeo.2012.11.011
Abstract
The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.
Item Type: | Journal Article | ||||
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Divisions: | Faculty of Science, Engineering and Medicine > Engineering > Engineering | ||||
Journal or Publication Title: | Computers and Geotechnics | ||||
Publisher: | Elsevier BV | ||||
ISSN: | 0266-352X | ||||
Official Date: | May 2013 | ||||
Dates: |
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Volume: | 50 | ||||
Page Range: | pp. 1-5 | ||||
DOI: | 10.1016/j.compgeo.2012.11.011 | ||||
Status: | Peer Reviewed | ||||
Publication Status: | Published | ||||
Access rights to Published version: | Restricted or Subscription Access |
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