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Please use this identifier to cite or link to this item: http://hdl.handle.net/1993/2794

Title: Consolidation modelling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method
Authors: Zhu, GF
Yin, JHH
Graham, J
Keywords: consolidation
pore-water pressure
case modelling
finite element method
vertical drains
settlement
VERTICAL DRAINS
CLAYS
BEHAVIOR
Issue Date: 9-Apr-2001
Citation: 0008-3674; CAN GEOTECH J, APR 2001, vol. 38, no. 2, p.349 to 363.
Abstract: This paper models consolidation of the foundation soils under a test embankment at the new Chek Lap Kok International Airport in Hong Kong. The modelling used a simplified finite element method and material parameters derived from results in the original site investigation report. Various features that need to be considered in applying the simplified method are illustrated through this case study. Good predictions of settlement results are obtained. Relatively large discrepancies in pore-water pressure predictions suggest that the nonlinear nature of hydraulic conductivity needs to be taken into account when large compressions are likely to occur. Geological conditions are shown to be a key factor in successful modelling of consolidation behaviour.
URI: http://hdl.handle.net/1993/2794
DOI: http://dx.doi.org/10.1139/t00-103
Appears in Collection(s):Research Publications (UofM Student, Faculty and Staff only access)

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