Advances in Geotechnical Engineering: The Skempton Conference : Proceedings of a Three Day Conference on Advances in Geotechnical Engiineering, Organised by the Institution of Civil Engineers and Held at the Royal Geographical Society, London, UK, on 29-31 March 2004R. J. Jardine, D. M. Potts, K. G. Higgins |
Contents
44053458 | 682 |
Wall installation effects preliminary findings from a field study | 691 |
Response of a pile group in clay to firsttime | 700 |
Copyright | |
14 other sections not shown
Other editions - View all
Advances in Geotechnical Engineering, Volume 2 R. J. Jardine,D. M. Potts,K. G. Higgins No preview available - 2004 |
Advances in Geotechnical Engineering, Volume 3 R. J. Jardine,D. M. Potts,K. G. Higgins No preview available - 2004 |
Common terms and phrases
Advances in Geotechnical base behaviour boreholes boundary building clay fill co-disposal collapse compression computed consolidation construction cut slopes cycles cyclic deformation depth developed differential settlement displacement effective stress embankment evaluated excavation excess pore pressures factor of safety finite element finite element analysis flownet foundation friction geological Geotechnical Engineering Géotechnique gravel grouting holes horizontal increase initial installation interface investigation landfill landslide layer liquid load transfer located London Clay m/sec maximum measured method modulus monitoring movements mudstone numerical model observed occurred overconsolidated parameters permeability piezometer pile groups pile head plastic pore pressure pore water pressure predicted Proc ratio reduced risk sand seismic shear strength shown in Figure shows silt single pile Skempton Conference slide slip surface slope failure slope stability Soil Mechanics stability analysis stiffness strain stress path structure Table tectonic shear zone tests Thomas Telford triaxial tunnel undrained values vertical wall