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BL
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| Record Number
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843736
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| Main Entry
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International Symposium Beyond 2000 in Computational Geotechnics(1999 :, Amsterdam, Netherlands)
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| Title & Author
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Beyond 2000 in computational geotechnics : : 10 years of PLAXIS International /\ edited by Ronald B.J. Brinkgreve.
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| Publication Statement
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Rotterdam :: Balkema,, 1999.
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| Page. NO
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1 online resource :: illustrations
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| ISBN
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1315138204
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: 1351464302
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: 9781315138206
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: 9781351464307
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9789058090409
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| Notes
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Proceedings of the International Symposium beyond 2000 in Computational Geotechnics, Amsterdam, the Netherlands, 18-20 March 1999.
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| Bibliographies/Indexes
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Includes bibliographical references and indexes.
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| Contents
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Cover; Half Title; Title Page; Copyright Page; Table of Contents; Preface; Acknowledgements; Organisation; GENERAL GEOTECHNICAL ASPECTS; Finite element analysis for the safety evaluation of a dam on a fractured rock foundation; A numerical study of a double cut and cover tunnel; 3-D modelling of bored tunnels; TEN YEARS OF PLAXIS INTERNATIONAL; The history of PLAXIS; Present of PLAXIS; On the future of PLAXIS; DAMS AND EMBANKMENTS; Finite element back analysis of loaded MSW vertical cut; Bank stability considering sand boil and excess pore water pressure
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Back analysis of staged embankment failure: The case study StreefkerkNumerical modelling of highway embankments on extensive layers of soft soil; Deformation analyses of Ajaure Dam in Sweden; TUNNELLING AND DEEP EXCAVATIONS; Modelling tunnel behaviour for soft soil conditions: Models for structural analysis and monitoring results; Numerical analysis of the excavation of a shallow tunnel in Neapolitan pyroclastic soil; Monitoring and numerical analysis of tunnels in complex geological conditions; Numerical analysis of ground deformation in tunnelling
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Foundation design of cryogenic tanks in Taiwan: Settlement computation by classic geotechnical and by PLAXIS FEM method compared to the measurements obtained during hydrotestsComparison study on analytical, centrifugal and numerical modeling of quasi-horizontal loaded suction piles; Numerical modelling of tension piles; EDUCATION AND RESEARCH; A soft soil model that accounts for creep; Performance of the 'hardening soil model' for a deep excavation problem; Proposal for an anisotropic, soft clay model to be incorporated in future developments in PLAXIS
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Queensberry House, London: A case study of the prediction and monitoring of settlements during the construction of a deep excavationAn A-type prediction for a deep excavation near an existing navigable lock; Analysis of extraded concrete lining tunnel by FEM; SUBURBAN AND INFRASTRUCTURAL WORKS; Finite element method and multi-anchored walls for excavations in urban areas; Finite element analysis of basement construction at the British Museum
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The hardening soil model: Formulation and verificationSome remarks on implicit integration of modified cam-clay model; An egg-shaped smooth yield function for non-linear analysis in geotechnics; Author index; Keyword index
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| Subject
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Engineering geology-- Data processing, Congresses.
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Environmental geotechnology, Congresses.
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Rock mechanics-- Data processing, Congresses.
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Soil mechanics-- Data processing, Congresses.
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Engineering geology-- Data processing.
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Environmental geotechnology.
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Rock mechanics-- Data processing.
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Soil mechanics-- Data processing.
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TECHNOLOGY ENGINEERING-- Civil-- General.
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| Dewey Classification
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624.151
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| LC Classification
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TD171.9
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| Added Entry
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Brinkgreve, R. B. J.,1965-
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