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Learned and Applied Soil Mechanics: A tribute to Dr Arnold Verruijt, TUD PDF

234 Pages·2002·12.11 MB·English
by  Barends
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Preview Learned and Applied Soil Mechanics: A tribute to Dr Arnold Verruijt, TUD

C.v.d. Akker, W.J. Plug i LEARNED AND APPLIED © 2002 Swets & Zeitlinger B.V., Lisse ii Moving Interfaces This book is a tribute to Prof. Dr. Arnold Verruijt, at the occasion of his retirement as professor in soil mechanics at the Delft University of Technology on 25 january 2002 © 2002 Swets & Zeitlinger B.V., Lisse C.v.d. Akker, W.J. Plug iii LEARNED AND APPLIED SOIL MECHANICS OUT OF DELFT EDITED BY FRANS B.J. BARENDS & PAOLA M.P.C. STEIJGER Delft University of Technology, Delft, The Netherlands A.A. BALKEMA PUBLISHERS / LISSE / ABINGDON / EXTON (PA) / TOKYO © 2002 Swets & Zeitlinger B.V., Lisse iv Moving Interfaces © 2002 Swets & Zeitlinger B.V., Lisse All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, by photocopying, recording or otherwise, without the prior written permission of the publishers. ISBN 90 5808 357 3 © 2002 Swets & Zeitlinger B.V., Lisse C.v.d. Akker, W.J. Plug v (cid:1)(cid:2)(cid:3)(cid:4)(cid:5)(cid:3)(cid:4)(cid:6) Introduction Tribute to Professor Dr Arnold Verruijt xi Sponsor Profile xv Groundwater Flow van den Akker & Plug Moving Interfaces 3 John van Esch Adaptive Grid Modeling of Unsaturated Groundwater Flow 9 Cees Maas Resistances against Flow in the Dutch Profile 15 Otto Strack Approximate Modeling of Curved Bounding Equipotentials by the Hodograph Method 21 A. Frits van Tol The Effects of Groundwater Flow through Grouted Layers 29 Gerard Uffink The Flushing Effect 37 Consolidation & Creep Frans Barends The Squeeze Problem 45 Alessandra Bizzarri Creep Tests on Reconstituted Soft Clay, Performed by Means of a Biaxial Device 51 Fokker & Kruse Salt Deformation and Subsidence 57 Evert den Haan The Influence of Creep Ageing on K 63 o,nc Jacques Oostveen Uncertainties in Settlement Predictions 69 Hans Sellmeijer Vertical Drains Simulated as Leakage 75 Bernadette Wichman Finite Strain Theory Applied to Gassy Mud Consolidation 81 Calculation Models Peter van den Berg Soil penetration, Numerical Modeling and Application to Microtunneling 89 Ronald Brinkgreve The Changing Role of Computer Models in Geotechnical Engineering and Design 95 Massimiliano Ferronato Finite Element Solutions Coupled Consolidation Equations 101 André Koelewijn The Practical Value of Slope Stability Models 107 Karel Meijer The Initial Stress Problem 115 Song & Gao Analysis of Piled Raft Foundation by Finite and Infinite Prism Elements 121 Vermeer & Vogler On the Stability of Unlined Tunnels 127 © 2002 Swets & Zeitlinger B.V., Lisse vi Moving Interfaces Geodynamics Carlos Cornejo Córdova Moving Line Load on an Elastic Medium with Horizontal Contraints 137 Jos van der Grinten Tortuosity Measurement and Its Spin-off to a New Electrical Conductivity Standard 143 Paul Hölscher Simplified Models for Critical Speed of Moving Loads on Layered Halfspace 149 David Smeulders Poroelasticity and Biot Coefficients 155 Herke Stuit Experiences in Wave Propagation and Vibration by Moving Loads 161 Geostatics Henderikus Allersma Unexpected Phenomena in Geotechnical Centrifuge Tests 169 Stefan van Baars Discrete Element Analysis of Tunnel Stability in Blocky Rock Masses 179 Klaas-Jan Bakker The Principle of Virtual Work for Groundwater Flow 185 Wout Broere Stability of a Vertical Cut 191 Jan Nieuwenhuis Displacement Observations of Large Landslides and Their Interpretation 195 Floris Schokking Tension Pile Load Tests in a Glacially Overconsolidated Clay 201 Sjoert Spierenburg Optimal Methods and Parameters for HighSpeedRaillink/A16 207 Erik Strack Retaining Wall Stability Revisited 213 © 2002 Swets & Zeitlinger B.V., Lisse 1967 1971 1982 © 2002 Swets & Zeitlinger B.V., Lisse 1983 1983 © 2002 Swets & Zeitlinger B.V., Lisse C.v.d. Akker, W.J. Plug ix © 2002 Swets & Zeitlinger B.V., Lisse x Moving Interfaces © 2002 Swets & Zeitlinger B.V., Lisse

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