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Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground ... 2017), April 4-6, 2017, São Paulo, Brazil PDF

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GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND PROCEEDINGS OF THE NINTH INTERNATIONAL SYMPOSIUM ON GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND (IS – SAO PAULO 2017), SAO PAULO, BRAZIL, 04–06 APRIL 2017 Geotechnical Aspects of Underground Construction in Soft Ground Editors Arsenio Negro & Marlísio O. Cecílio Jr. Tüv-Süd / Bureau de Projetos e Consultoria Ltda., Brazil Cover photographs Top: Sequential excavation for the Serra do Cafezal tunnel, Autopista Regis Bittencourt. Courtesy by Dr. Werner Bilfinger. Bottom: Deep excavations for the Gávea Station, Line 4 of Rio de Janeiro Metro. Courtesy by Consórcio Construtor Rio Barra. CRC Press/Balkema is an imprint of the Taylor & Francis Group, an informa business © 2018 Taylor & Francis Group, London, UK Typeset by V Publishing Solutions Pvt Ltd., Chennai, India Printed and bound in Great Britain by CPI Group (UK) Ltd, Croydon, CR0 4YY All rights reserved. No part of this publication or the information contained herein 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 written prior permission from the publisher. Although all care is taken to ensure integrity and the quality of this publication and the information herein, no responsibility is assumed by the publishers nor the author for any damage to the property or persons as a result of operation or use of this publication and/or the information contained herein. Published by: CRC Press/Balkema Schipholweg 107C, 2316 XC Leiden, The Netherlands e-mail: [email protected] www.crcpress.com – www.taylorandfrancis.com ISBN: 978-1-138-29711-1 (Hbk + USB-card) ISBN: 978-1-315-09950-7 (eBook) Geotechnical Aspects of Underground Construction in Soft Ground – Negro & Cecilio Jr. (Eds) © 2018 Taylor & Francis Group, London, ISBN 978-1-138-29711-1 Table of contents Preface ix Organization xi Sponsors xiii Keiichi Fujita lecture Amazing underground construction technology in Japan 3 H. Akagi Keynote lectures Case studies and monitoring of deep excavations 23 M. Korff EPB granular soil conditioning under pressure 33 M.A. Mooney, Y. Wu, D. Parikh & L. Mori Recent underground construction projects in Korea—from rock to soft ground 47 C. Yoo Deep excavations Design and construction of the substructure of a commercial development in Bogotá city using a top-down sequence 63 G. Clavellina-Miller, O. Martínez-Galvis, J. Paulín-Aguirre, T. Jeanmaire & J.-I. López Deep excavations stabilization with ground improvement or cross walls: A comparison of both stabilization methods 69 G.A. Pittaro Ground movement estimation for underground box structures: Movements at corners 75 J. McCallum, G.R. Taylor, J. Birks & Y.S. Hsu Analytical calculation of lateral earth pressure in finite soils considering displacement of retaining wall 81 X. Yang & G. Liu Interaction with adjacent structures Effects of deep soil mixing and jet grouting on adjacent retaining walls and ground 91 Y.P. Dong & A.J. Whittle Parametric study of the impact of deep excavation on an existing metro station 97 M. Mitew-Czajewska Pile tunnel interaction: An analytical framework 105 T.G.S. Dias & A. Bezuijen Pile tunnel interaction during mechanized tunnelling 111 T.G.S. Dias & A. Bezuijen v Mechanized excavations Slurry infiltration ahead of slurry TBM’s in saturated sand: Laboratory tests and consequences for practice 121 T. Xu, A. Bezuijen & T.G.S. Dias A simplified chamber pressure model for EPB TBM tunneling in granular soil 127 H. Yu, M.A. Mooney & A. Bezuijen Excavation cycle dependent changes of hydraulic properties of granular soil at the tunnel face during slurry shield excavations 137 Z. Zizka, B. Schoesser & M. Thewes Rheology of foam-conditioned sands: Transferring results from laboratory to real-world tunneling 145 S. Freimann, M. Galli & M. Thewes Grout pressure distribution during TBM tunnelling 153 T.G.S. Dias & A. Bezuijen Numerical investigation of hydromechanical interactions at the tail void of bored tunnels due to grouting 161 A.A. Lavasan & T. Schanz Numerical study of segmental tunnel lining behavior during mechanized tunneling 171 S. Fabozzi & E. Bilotta Operative techniques for Earth Pressure Balanced Shield in saturated soft soils 179 C. Chanchaya Tropical residual soil data compilation as guidance for laboratory tests and EPB excavation process simulation 185 D.G.G. de Oliveira, M. Diederichs, L.L. Rasmussen & M.O. Cecílio Jr. Sequential excavations A new method for the prediction of settlements due to urban tunneling in soft ground 197 N. Gilleron, A. Saïtta & E. Bourgeois Deformations caused by the excavation of twin tunnels 203 A. Pedro, T. Cancela, J. Almeida e Sousa & J. Grazina K parameter influence in tunneling superficial settlements and in liner stresses 215 0 V. Armigliato, A.C.G. da Silva & C.M.A. Prado Analytical and numerical models for evaluation of tunnel excavation stability in a multi layered soil profile with groundwater flow 223 L.E. Sozio Investigation of influence zones induced by shallow tunnelling in soft soils 233 M.N. Vu, W. Broere & J.W. Bosch Effect of construction sequence of three-arch tunnel on center structure—numerical investigation 239 J.H. Choi, J.S. Song, Q. Abbas & C. Yoo Assessment of train-load-induced ground and tunnel settlement with the effect of leakage 245 Z.K. Huang, D.M. Zhang, H.W. Huang, Y. Li & S.J. Feng Numerical analysis of large-sectional pipe arch aided tunneling from ground movement perspective 253 X. Xie, Z.H. Li, D.M. Zhang & H.W. Huang Physical modelling and field tests Study on potential area of chloride ion attack in subway tunnel from view point of chloride ion penetration route in ground and concrete of tunnel lining 261 S. Konishi, T. Kawabata & K. Kamei vi Predictions of changes in pore-water pressure around tunnels in clay 271 S. Divall, R.N. Taylor, S.E. Stallebrass & R.J. Goodey The role of building dimensions and position on the response of buildings to tunnelling subsidence: Centrifuge modelling 277 S. Ritter, G. Giardina, M.J. DeJong & R.J. Mair The role of building position on the response of buildings to tunnelling subsidence: Numerical modelling 287 G. Giardina, S. Ritter, M.J. DeJong & R.J. Mair Centrifuge modelling of shaft excavations in clay 295 N.E. Faustin, M.Z.E.B. Elshafie & R.J. Mair Field measurements of ground movements associated with circular shaft construction 301 N.E. Faustin, R.J. Mair, M.Z.E.B. Elshafie, C.O. Menkiti & M. Black Effects of wall embedment on base heave failure arising from deep excavations in soft soils 309 J.P. Panchal, S.E. Stallebrass & A.M. McNamara Collapse behaviour of large rectangular tunnel in cement-admixed soils 317 M.F.B. Zulkefli, A. Tyagi & F.H. Lee Case histories Large-scale improvement of converting a Japan’s first subway station constructed by the shield tunneling method into that of an open-cut method: Kiba Station on the Tozai Line 327 K. Hiromoto, H. Hashiguchi & Y. Arai Ground response to tunnel construction for Jakarta Mass Rapid Transit Project 335 H. Hendarto & J.R. Standing Imposed longitudinal settlement on a cast-iron tunnel from the excavation of a new tunnel beneath 343 M. Alhaddad, M. Wilcock, C.Y. Gue, M.Z.E.B. Elshafie, K. Soga, R.J. Mair, M. Devriendt & P. Wright PAT TBM improving—a case of study to Metro São Paulo 355 D. Agnella, W.J. Giannotti, M.A. Rosatti Filho & T.O. Pires Author index 361 vii Geotechnical Aspects of Underground Construction in Soft Ground – Negro & Cecilio Jr. (Eds) © 2018 Taylor & Francis Group, London, ISBN 978-1-138-29711-1 Preface Underground Construction in Soft Ground is the name of the current Technical Committee 204, pre- viously TC28, an active group within the International Society for Soil Mechanics and Geotechnical Engineering, and established in 1989. TC204 provides a forum for the exchange of ideas in the areas of tunnelling and deep excavations in soft ground, in urban areas. The main goal of TC204 is to gather and provide information on the geotechnical aspects of the analy- sis, design, construction and maintenance of deep excavations, tunnels and large underground structures, with particular emphasis on the development, effects and control of ground movements, their interaction with existing structures, mitigation measures and risk management. The first International Symposium of TC204 took place in 1993 in Delhi (proceedings published in 1994), thanks to the support of the Japanese Geotechnical Society, TC’s first host society, and to the dedication of the first TC Chairman Professor Keiichi Fujita (1924-2010). Other hosting societies include the British, the French and currently the Dutch Geotechnical Societies. Other Symposium venues were London (1996), Tokyo (1999), Toulouse (2002), Amsterdam (2005), Shanghai (2008), Rome (2011) and Seoul (2014). The proceedings of all previous conferences can be found on: http://www.issmge.org/publications/online-library This book contains the papers presented at the Ninth International Symposium Geotechnical Aspects of Underground Construction in Soft Ground, held in Sao Paulo in April 2017, the first occasion away from the Europe-Asia route. The increased distance hindered contributions to the meeting: only 37 papers were accepted for publication apart from 4 invited contributions. On the other hand, a refreshing and size- able American audience (from northern and southern countries) attended the Symposium: 105 American and 29 European/Asian attendees. The Fujita Lecture, created in 2011 to honour the first TC Chairman, was delivered in Seoul in 2014 for the first time. Professor Hirokazu Akagi delivered the Second Fujita Lecture at IS 2017, included in this proceedings. Contributions to the Symposium are gathered herein under the following headings, in agreement with the terms of reference of TC204: – Deep Excavations – Interaction with Adjacent Structures – Mechanized Excavations – Sequential Excavations – Physical Modelling and Field Tests – Case Histories Keynote Lectures were delivered by Dr. Mandy Korff, Prof. Michael A. Mooney, Prof. Tarcísio B. Celestino and Prof. Chungsik Yoo. Not all lectures are included in this volume. The first two days of the Symposium were dedicated to lectures and technical sessions with presentations and discussions. The third day was dedicated to the technical visit to Serra do Cafezal road tunnel, a sequential excavation through residual soil and weathered rock, with Side Drifts, Head and Bench sequence. This tunnel will accommodate three lanes plus shoulder, connecting Sao Paulo and Parana States in Brazil. The successful completion of the Symposium and of this volume publication are due to authors, speak- ers and delegates that participated in IS 2017. Special thanks are due to TC204 Chairman Prof. Adam Bezuijen for trusting and supporting the local organization. ix

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