Behaviour of piles subjected to passive loading due to embankment construction

被引:0
|
作者
Karim, M.R. [1 ]
Lo, S.-C.R. [1 ]
Gnanendran, C.T. [1 ]
机构
[1] School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia
关键词
Soils - Embankments - Soil mechanics - Geotechnical engineering;
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摘要
Behaviour of two embedded piles subjected to passive loading due to construction of an embankment was modelled in this paper. The piles were installed at the berm section of an embankment in a later stage of its construction. The investigation was carried out using a combination of two-and three-dimensional analyses. The analysis results were compared with the field-measured values and they agreed well.
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页码:303 / 310
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