Beyond 2000 in Computational Geotechnics - Ronald B. J. Brinkgreve

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Beyond 2000 in Computational Geotechnics

Name: Beyond 2000 in Computational Geotechnics
Brand: A A Balkema Publishers
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By: Ronald B. J. Brinkgreve (Editor)

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Hardcover | 1 January 1999 | Edition Number 1

At a Glance

Hardcover
328 Pages

Dimensions(cm)
25.4 x 17.8 x 2.286

Hardcover

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This volume contains papers presented during the first international PLAXIS symposium. Topics covered include: general geo-technical aspects; tunnels and deep excavations, and education and research. This pack is meant for the user of the PLAXIS program, as well as engineers and researchers.

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You Can Find This Book In

Non-Fiction Engineering & Technology Civil Engineering Structural Engineering Soil & Rock Mechanics Earth Sciences, Geography, Environment, Planning Earth Sciences Computing & I.T.Computer Science Technology in General Engineering in General

Preface
Acknowledgements
Organisation
General Geotechnical Aspects
Finite element analysis for the safety evaluation of a dam on a fractured rock foundation	p. 3
A numerical study of a double cut and cover tunnel	p. 13
3-D modelling of bored tunnels	p. 23
Ten Years of Plaxis International
The history of Plaxis	p. 35
Present of Plaxis	p. 45
On the future of Plaxis	p. 55
Dams and Embankments
Finite element back analysis of loaded MSW vertical cut	p. 61
Bank stability considering sand boil and excess pore water pressure	p. 69
Back analysis of staged embankment failure: The case study Streefkerk	p. 79
Numerical modelling of highway embankments on extensive layers of soft soil	p. 91
Deformation analyses of Ajaure Dam in Sweden	p. 103
Tunnelling and Deep Excavations
Modelling tunnel behaviour for soft soil conditions: Models for structural analysis and monitoring results	p. 113
Numerical analysis of the excavation of a shallow tunnel in Neapolitan pyroclastic soil	p. 133
Monitoring and numerical analysis of tunnels in complex geological conditions	p. 143
Numerical analysis of ground deformation in tunnelling	p. 153
Queensberry House, London: A case study of the prediction and monitoring of settlements during the construction of a deep excavation	p. 163
An A-type prediction for a deep excavation near an existing navigable lock	p. 177
Analysis of extruded concrete lining tunnel by FEM	p. 185
Suburban and Infrastructural Works
Finite element method and multi-anchored walls for excavations in urban areas	p. 199
Finite element analysis of basement construction at the British museum	p. 207
Foundation design of cryogenic tanks in Taiwan: Settlement computation by classic geotechnical and by Plaxis FEM method compared to the measurements obtained during hydrotests	p. 217
Comparison study on analytical, centrifugal and numerical modelling of quasi-horizontal loaded suction piles	p. 227
Numerical modelling of tension piles	p. 237
Education and Research
A soft soil model that accounts for creep	p. 249
Performance of the 'hardening soil model' for a deep excavation problem	p. 263
Proposal for an anisotropic, soft clay model to be incorporated in future developments in Plaxis	p. 271
The hardening soil model: Formulation and verification	p. 281
Some remarks on implicit integration of modified cam-clay model	p. 297
An egg-shaped smooth yield function for non-linear analysis in geotechnics	p. 305
Author index	p. 311
Keyword index	p. 313
Table of Contents provided by Blackwell. All Rights Reserved.

Beyond 2000 in Computational Geotechnics

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