Hicks | Risk and Variability in Geotechnical Engineering (Geotechnique Symposium in Print 2005) | Buch | 978-0-7277-3486-0 | sack.de

Buch, Englisch, 240 Seiten, Format (B × H): 210 mm x 297 mm, Gewicht: 900 g

Hicks

Risk and Variability in Geotechnical Engineering (Geotechnique Symposium in Print 2005)

Buch, Englisch, 240 Seiten, Format (B × H): 210 mm x 297 mm, Gewicht: 900 g

ISBN: 978-0-7277-3486-0
Verlag: Institution of Civil Engineers


This book presents cutting edge techniques for characterising, quantifying and modelling geomaterial variability in addition to methods for quantifying the influence of this variability on the performance of geotechnical structures. It includes state-of-the-art refereed journal papers by leading international researchers along with written and informal discussions on a selection of key submissions that were presented at a Symposium at the Institution of Civil Engineers on 9th May 2005.
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Autoren/Hrsg.


Weitere Infos & Material


Preface
Session 1: Characterisation
Papers:

Random field characterisation of stress-normalised cone penetration testing parametes, M. Uzielli, G. Vannucchi and K. K. Phoon
On horizontal variability in lime-cement columns in deep mixing, S. Larsson, H. Stille and L. Olsson, Non-parametric simulation of geotechnical variability, P. L. Bourdeau and J. I. Amundaray
Towards reliable and effective site investigation, M. B. Jaksa, J. S. Goldsworthy, G. A. Fenton, W. S. Kaggwa, D. V. Griffiths, Y. L. Kuo and H. G. Poulos
Informal discussionChairman: Professor Denys Breysse
Written discussion:Towards reliable and effective site investigation, sR. Baker
Session 2: Modelling
Papers:

Stochastic evaluation of static liquefaction in a predominantly dilative sand fil, lM. A. Hicks and C. Onisiphorou
3D effects in seismic liquefaction of stochastically variable soil deposit, R. Popescu, J. H. Prevost and G. Deodatis
A deterministic/stochastic model to predict the variation in bulk modulus of chak, F. Collin, Ch. Schroeder, V. De Gennaro and A. Bolle
Characterisation of model uncertainties for laterally loaded rigid drilled shafs, K.-K. Phoon and F. H. Kulhawy
Informal discussion:Chairman: Dr Lidija Zdravkovic
Session 3: Design
Papers:

A generic approach to soil?structure interaction considering the effects of soil heterogeneity, D. Breysse, H. Niandou, S. Elachachi and L. Houy
Probabilistic limiting tolerable displacements for serviceability limit state design of foundatios, L. M. Zhang and A. M. Y. Ng
Partial factors calibration based on reliability analyses for square footings on granular soils, Y. Honjo and S. Amatya
Reliability-based design applied to retaining walls, B. K. Low
Reliability of traditional retaining wall design, G. A. Fenton, D. V. Griffiths and M. B. Williams
Informal discussion:Chairman: Dr Trevor Orr
Session 4: Applications
Papers:

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frme, L. Houy, D. Breysse and A. Denis
Geostatistical method for analysing soil displacement from underground urban construction, M. El Gonnouni, Y. Riou and P. Y. Hicher
Probabilistic assessment of stability of a cut slope in residual soilH. El-Ramly, N. R. Morgenstern and D. M. Cruden
Realistic assessment of slope reliability for effective landslide hazard management, R. W. M. Cheung and W. H. Tang
Rainfall-induced slope failure considering variability of soil properties, L. L. Zhang, L. M. Zhang and W. H. Tang
Informal discussion:Chairman: Professor Ian Pyrah
Closure: Dr Michael Hicks


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