Initial Soil Springs Stiffness for laterally loaded Piles
Total number of 180 finite element models is created. Soil is modelled by three dimensional elastic isotropic brick elements with cylindrical shaft cavity at the centre. Pile is modelled with ordinary Euler- Bernoulli beam elements. Different connectivity scenarios between the soil and the pile surf...
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| Format: | Conference Paper |
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The Australian Geomechanical Society and New Zealand Geotechnical Society
2012
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| Online Access: | http://hdl.handle.net/20.500.11937/18324 |