Geotechnical Aspects of Underground Construction in Soft Ground

NOTE EDITORE

Geotechnical Aspects of Underground Construction in Soft Ground comprises a collection of 118 papers, four reports on symposium themes, and four invited lectures presented at the seventh International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, held in Rome, Italy, 16-18 May 2011. The symposium was organized by the Technical Committee TC28 “Underground Construction in Soft Ground” of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). This is the latest in a series which began in New Delhi in 1994, and was followed by symposia in London (1996), Tokyo (1999), Toulouse (2002), Amsterdam (2005), and Shanghai (2008). The Rome symposium was organised by the Italian Geotechnical Society (AGI), under the auspices of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE) and the Italian Ministry for Public Works, and sponsored by various national and international companies. Geotechnical Aspects of Underground Construction in Soft Ground includes contributions from 30 countries on research, design and construction of underground works in soft ground. The contributions cover:- Construction, design, and measured performance of bored tunnels- Physical and numerical modelling of deep excavations and bored tunnels- Construction, design, and measured performance of deep excavations- Design methods and predictive tools for deep excavations and bored tunnels- Ground movements, interaction with existing structures and mitigation measures- Activities of TC204 working groupsThe general reports give an overview of the papers listed in the symposium’s technical sessions. The proceedings include the written version of the four invited lectures covering topics ranging from the geotechnical aspects of construction of the new Mexico City deep sewerage system (as a special contribution of TC214 “Soft Soils”), to the long-term settlement mechanisms of tunnels in Shanghai, the lessons learned from the deep excavations for the North-South Line in Amsterdam, and the evaluation of the effects of tunnel excavation on historical buildings, drawing on experience gathered during construction of subway line C in Rome. Similar to previous editions, Geotechnical Aspects of Underground Construction in Soft Ground represents a valuable source of reference on the current practice of analysis, design, and construction of tunnels and deep excavations in soft ground. The book is particular aimed at academics and professionals interested in geotechnical and underground engineering.

SOMMARIO

Preface OrganisationSponsors Special lectures Mexico City deep eastern drainage tunnel M.A. Aguilar-Téllez, R. Méndez-Marroquin, J.L. Rangel-Núñez, M. Comulada-Simpson, U. Maidl & G. Auvinet-Guichard Long-term tunnel settlement mechanisms of Metro Line 2 in Shanghai C.W.W. Ng, Q. Li & G.B. Liu Deep excavations for Amsterdam Metro North-South line: An update and lessons learned A.F. van Tol & M. Korff Evaluating the effects of tunnelling on historical buildings: The example of a new subway in Rome S. Rampello, L. Callisto, F.M. Soccodato & G.M.B. Viggiani Keiichi Fujita lecture TC204 proposal for ‘Keiichi Fujita Lecture’ R. Kastner Tribute to Professor Keiichi Fujita by ISSMGE Technical Committee 204 (formerly TC28) on Underground Construction in Soft Ground R.J. Mair & H. Akagi Session reports Construction, design and measured performance of bored tunnels C.O. Menkiti Numerical and physical modelling of tunnels and deep excavations S.W. Jacobsz Construction, design and measured performance of deep excavations J.R. Standing Design methods and predictive tools for deep excavations and bored tunnels L. Callisto Construction, design, and measured performance of bored tunnels Application of the image and laser sensors based tunnel scanning system M. Sagong, T.H. Koh, B.S. Chun, B.H. Lee & Y.S. Byun Manipulations of the sticky clays regarding EPB tunnel driving G. Spagnoli, M. Feinendegen, R. Ernst & M. Weh The effects of anisotropy and of unhomogeneity of stress state on the lining of road tunnel in a Flysch formation V.M. Santoro Foam conditioning in EPB tunnelling M. Thewes, C. Budach & A. Bezuijen High-resolution multichannel seismic survey for the excavation of the new headrace tunnel for the Crevola Toce III hydropower scheme in the Ossola Valley, Italy M. Sapigni, A.M. Baldi, F. Bianchi & J. De Luca Geotechnical instrumentation data management J.L. Gilby, P. Eng & M. Socol Design and construction of a sewer tunnel in difficult site conditions P. Croce, S. Di Maio, G. Speciale & L. Cassibba Prediction and performance of a ground freezing application to the rehabilitation works of an existing tunnel A. Pigorini, A. Sciotti, G. Zoppo & G. Calabresi Flow around a TBM: A Comparison of analytical and numerical models A. Bezuijen, F. Nagel & G. Meschke Design of jet-grouting for tunnel waterproofing M. Arroyo, A. Gens, P. Croce & G. Modoni Modelling a deep tunnel excavation in a low-porosity tectonised clay D. Boldini & A. Graziani Micro-measurement and monitoring system for ageing underground infrastructure (Underground M3) K. Soga, A. Ledesma, A. Roncaglia & I. Vanícek Settlement monitoring and tunnelling process adaptation—case of South Toulon tunnel J.P. Janin, D. Daniel, R. Kastner, F. Emeriault, A. Guilloux & H. Lebissonnais Backcalculation of internal forces in the segmental lining of a tunnel: The experience of Line 1 in Naples E. Bilotta & G. Russo Backanalysis of measured movements in ageing tunnels C. de Santos, A. Ledesma & A. Gens Modelling and monitoring of a urban underground excavation A. Cantone, R. Fico, F. Cavuoto & A. Mandolini The Line 3 of the Metro of Cairo P. Patrizi Methods of monitoring of metro lining in Prague M. Vanícek, S. Chamra, D. Jirásko, J. Machácek, I. Vanícek, J. Záleský, A. Hada, K. Chaiyasarn & K. Soga Two adjacent railway tunnels underneath the historic city of Mainz H. Quick, J. Michael, S. Meissner & U. Arslan Aicha-Mauls on the Brenner Base Tunnel—status of the works and results H. Quick, J. Michael, K. Bergmeister & E. Facchin A new tunnel bored in alluvial soft soil under the Malaga Airport C.S. Oteo, J. García Pérez, H. Moreno, P. de La Fuente & J. Oteo Escobar Analysis of convergence data and 3D numerical modelling of tunnels excavated in fine-grained soils P. Perazzelli, T. Rotonda, D. Boldini, A.M. Ajmone-Cat & P.M. Gianvecchio Back-fill grout with two component mix in EPB tunneling to minimize surface settlements: Rome Metro—Line C case history S. Pelizza, D. Peila, R. Sorge & F. Cignitti Deep excavation of Malatesta Station in Rome: Design, construction and measures E. Romani, R. Sorge, G. Guiducci, A. Lucarelli & G. Furlani Line C in Rome: Remote monitoring system R. Sorge, S. Moretti & O. Tripoli Physical and numerical modelling of deep excavations and bored tunnels Review of Newtonian and non-Newtonian fluids behaviour in the context of grouts S. Kazemian, A. Prasad & B.B.K. Huat Stability of cohesive-frictional soils with square underground openings K. Yamamoto, A.V. Lyamin, D.W. Wilson, A.J. Abbo & S.W. Sloan Bearing capacity analysis of cohesive-frictional soils with dual circular tunnels K. Yamamoto, A.V. Lyamin, D.W. Wilson, A.J. Abbo & S.W. Sloan Centrifuge modelling of the response of buildings to tunnelling R.P. Farrell & R.J. Mair Tunnelling-induced deformation on a masonry structure: A numerical approach A. Amorosi, D. Boldini, G. de Felice & M. Malena The dynamic behavior of shield circular tunnels and surrounding granular soils during earthquakes M. Hatambeigi, Y. Pashang Pisheh & M. Pashang Pisheh An investigation into Inclined Struts method as a type of shoring A. Fakher & S. Sadeghian Understanding ground deformation mechanisms during multi-propped excavation in soft clay S.Y. Lam, S.K. Haigh & M.D. Bolton Face stability control for EPB tunnels in a non homogeneous till formation with highly permeable layers A. Graziani, A. Lembo-Fazio, M. Moccichino & P. Romualdi Numerical simulation of long-term twin-tunnel behaviour at St James’s park R.G. Laver & K. Soga The efficiency of compensation grouting in sands K. Soga, A. Bezuijen & K. Eisa Tunneling in stratified soft ground: Experimental study on 1g EPBS reduced scale model N. Berthoz, D. Branque, H. Wong, G. Généreux, D. Subrin & E. Humbert Effects of the excavation procedure on the stability of diaphragm wall panels D. L’Amante & A. Flora Water table lowering effects on excavations N.P. Raposo & A.T. Gomes Influence of leakage on tunnel behavior in soft soils D.M. Zhang, H.W. Huang & Z.Y. Fan Effect of soil stratification on pipe behaviour due to tunnelling-induced ground movements based on the displacement controlled method Z.G. Zhang, M.S. Huang, M.X. Zhang & W.D. Wang Influence of overcut length on jack force and acting earth pressure during pipe jacking A. Asanprakit, M. Sugimoto & J. Chen Assessment of building damage induced by excavation using plate analogy E. Namazi & H. Mohamad Comparing the limit equilibrium method and the numerical stress analysis method of tunnel face stability assessment P. Perazzelli & G. Anagnostou An analytical method to control tunnel lining settlements A.D. Garini Interaction between tunnelling and bridge foundation—3D numerical investigation C. Yoo & S.J. Wu Numerical analysis of precast tunnel segmental lining supported by full-scale experimental tests F. Cignitti, R. Sorge, A. Meda, F. Nerilli & Z. Rinaldi The ground movement simulator: An interesting facility for the study of the behavior of buildings submitted to ground subsidence M. Caudron, M. Al Heib, B. Hor & F. Emeriault Experimental and numerical study of grout injections in silty soils L. Masini, S. Rampello, G.M.B. Viggiani & K. Soga 3D finite element analysis of deep excavations with cross-walls S. Rampello & S. Salvatori A 3D numerical study of deep excavations in clayey soils E. Erbì & F.M. Soccodato Construction, design, and measured performance of deep excavations Interaction of retaining structure with adjacent building: Multi-stage numerical analysis E.M. Comodromos & M.C. Papadopoulou Effect of pressurized grouting on anchor behavior in residual soils T.-S. Kim, B.-K. Sim, J.-S. Kim, S.-W. Lee & I.-M. Lee Design and construction of anchored diaphragm walls and dewatering system for the excavation of a two-level base

ALTRE INFORMAZIONI

• Condizione: Nuovo
• ISBN: 9780415683678
• Dimensioni: 9.75 x 6.75 in Ø 4.10 lb
• Formato: Hardcover
• Pagine Arabe: 1082
• Pagine Romane: xviii