Numerical Methods in Geotechnical Engineering IX, Volume 2

NOTE EDITORE

Numerical Methods in Geotechnical Engineering IX contains 204 technical and scientific papers presented at the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE2018, Porto, Portugal, 25—27 June 2018). The papers cover a wide range of topics in the field of computational geotechnics, providing an overview of recent developments on scientific achievements, innovations and engineering applications related to or employing numerical methods. They deal with subjects from emerging research to engineering practice, and are grouped under the following themes: Constitutive modelling and numerical implementation Finite element, discrete element and other numerical methods. Coupling of diverse methods Reliability and probability analysis Large deformation – large strain analysis Artificial intelligence and neural networks Ground flow, thermal and coupled analysis Earthquake engineering, soil dynamics and soil-structure interactions Rock mechanics Application of numerical methods in the context of the Eurocodes Shallow and deep foundations Slopes and cuts Supported excavations and retaining walls Embankments and dams Tunnels and caverns (and pipelines) Ground improvement and reinforcement Offshore geotechnical engineering Propagation of vibrations Following the objectives of previous eight thematic conferences, (1986 Stuttgart, Germany; 1990 Santander, Spain; 1994 Manchester, United Kingdom; 1998 Udine, Italy; 2002 Paris, France; 2006 Graz, Austria; 2010 Trondheim, Norway; 2014 Delft, The Netherlands), Numerical Methods in Geotechnical Engineering IX updates the state-of-the-art regarding the application of numerical methods in geotechnics, both in a scientific perspective and in what concerns its application for solving practical boundary value problems. The book will be much of interest to engineers, academics and professionals involved or interested in Geotechnical Engineering. This is volume 2 of the NUMGE 2018 set.

SOMMARIO

VOLUME 2 Application of numerical methods in the context of the Eurocodes Ultimate limit state design of retaining wall using finite element method and advanced soil models H.C. Yeow Numerical analysis of a foundation of a cooling tower in difficult geotechnical conditions W. Bogusz & M. Kociniak Consideration of numerical methods in next generation Eurocode 7 (EN 1997)—current state of the amendment A.S. Lees & H. Walter Shallow and deep foundations Analysis of piled foundations partially embedded in rock J.R. Garcia, P.J.R. Albuquerque & R.A.A. Melo The bearing capacity of shallow foundations on slopes S. Van Baars The failure mechanism of pile foundations in non-cohesive soils S. Van Baars Long-term settlements induced by a large mat foundation A. Sanzeni, F. Colleselli & V. Cortellini Design simulation of deformations during short-term loading of soft clay A. Berglin, A.B. Lundberg & S. Addensten An elastoplastic 1D Winkler model for suction caisson foundations under combined loading S.K. Suryasentana, B.W. Byrne, H.J. Burd & A. Shonberg Analysis of friction piles in consolidating soils N. O’Riordan, A. Canavate-Grimal, S. Kumar & F. Ciruela-Ochoa Soil-foundation contact models in finite element analysis of tunnelling-induced building damage W.N. Yiu, H.J. Burd & C.M. Martin Finite element modelling of extent of failure zone in c-f soil at the cutting edge of open caisson J.T. Chavda & G.R. Dodagoudar Numerical 3D analysis of masonry arch bridge cracks using jointed rock model B. Penzes, H.-C. Yeow, P. Harris & C. Heap Finite element analysis of soft boundary effects on the behaviour of shallow foundations C.X. Azúa-González, C. Pozo & A. Askarinejad Development of load-transfer curves for axially-loaded piles using fibre-optic strain data, finite element analysis and optimisation L. Pelecanos & K. Soga Numerical analysis of concrete piles driving in saturated dense and loose sand deposits M. Aghayarzadeh, H. Khabbaz & B. Fatahi Slopes and cuts MPM modelling of static liquefaction in reduced-scale slope P. Ghasemi, M. Martinelli, S. Cuomo & M. Calvello Thermomechanical modelling of rock avalanches with debris, ice and snow entrainment P. Bartelt, M. Christen, Y. Buhler & O. Buser Effect of failure criterion on slope stability analysis F. Tschuchnigg, H.F. Schweiger & M. Sallinger 2D and 3D rock slope stability analysis in an open-pit mine J.G. Soto & C. Romanel Increased efficiency of finite element slope stability analysis by critical failure path detection R. Farnsworth, A. Arora & D.V. Griffiths Stabilisation of excavated slopes with piles in soils with distinctly different strain softening behaviour S. Kontoe, D.M. Potts, F. Summersgill & Y. Lee Groundwater flow modelling for the design of a dry dock R. Ramos, L. Caldeira & E. Maranha das Neves Influence of periodical rainfall on shallow slope failures based on finite element analysis A. Chinkulkijniwat, S. Horpibulsuk & S. Yubonchit Slope instabilities triggered by creep induced strength degradation A. Kalos & M. Kavvadas Supported excavations and retaining walls Numerical analyses of a pile wall at the toe of a natural slope J. Castro, J. Canizal, A. Da Costa, M. Miranda, C. Sagaseta & J. Casanueva Inverse analysis of horizontal coefficient of subgrade reaction modulus for embedded retaining structures P. He, W. Wang, Z. Xu, J. Li & Z. Li Performance based design for propped excavation support systems in Qom, Iran E. Ghorbani, M. Khodaparast & A. Moezy Three-dimensional effects of nail arrangement on soil-nailed convex corners M. Sabermahani, M.R. Nabizadeh Shahrbabak & M. Mohammadi Bagheri Design of anchored sheet pile walls in cohesionless soil S. Krabbenhoft & R. Christensen Back-analysis of Crossrail deep excavations using 3D FE modelling—development of BRICK parameters for London Clay Y. Chen, G. Biscontin, A.K. Pillai & D.P. Nicholson Numerical analysis of an unsymmetrical railcar unloading pit and connection trench G. Pisco, C. Fartaria, R. Tomasio, J. Costa & J. Azevedo Numerical analysis of a tied-back wall in saturated cohesive soils K. Ninanya, J.C. Huertas, H. Ninanya & C. Romanel A parametric study of efficiency of buttress walls in reducing the excavation-induced tunnel movement K.H. Law Soil parameter identification for excavations: A falsification approach W. Ze-Zhou, G. Siang Huat, K. Chan Ghee & I.F.C. Smith Numerically derived P-Y curves for rigid walls under active conditions I. El-Chiti, G. Saad, S.S. Najjar & S. Alzoer Two dimensional upper and lower-bound numerical analysis of the basal stability of deep excavations in clay T. Santana, M. Vicente da Silva, A.N. Antao & N.G. Guerra A method to consider the nonlinear behaviour of reinforced concrete in flexible earth-retaining walls: Preliminary results J. Candido Freitas, M. Matos Fernandes, M.A.C. Ferraz & J.C. Grazina Embankments and dams A simplified finite element implementation of the Sellmeijer model for backward erosion piping B.A. Robbins & D.V. Griffiths Modelling a sand boil reactivation in the middle-lower portion of the Po river banks M.F. Garcia Martinez, G. Gottardi, M. Marchi & L. Tonni Finite element analysis of the monitored long-term settlement behaviour of Kouris earth dam in Cyprus L. Pelecanos, D. Skarlatos & G. Pantazis Hydromechanical analysis of gravity dam foundations N. Monteiro Azevedo, M.L.B. Farinha, G. Mendonca & I. Cismasiu 3D coupled hydromechanical analysis of dam foundations M.L.B. Farinha, N. Monteiro Azevedo, N.S. Leitao, E. Castilho & R. Camara An in-house VBA program to model the settlement and consolidation of thickened mine tailings N. Raposo, R. Bahia & A. Topa Gomes Deep foundations and ground improvement for the slope stability of the Disueri dam (Italy) F. Castelli & M. Greco Discrete element modelling of the failure mechanisms of Foz Tua arch dam foundation M. Espada, J. Muralha, J.V. Lemos, N. Plasencia, J.N. Figueiredo, D. Silva Matos & J.C. Marques Tunnels and caverns (and pipelines) Linear models for the evaluation of the response of beams and frames to tunnelling A. Franza, S. Acikgoz & M.J. DeJong Numerical modelling within a risk assessment process for excavations over a brick arch tunnel at Earls Court, London B. Gilson, F. Mirada, C. Deplanche, M. Devriendt, M. Scotter & H. Jayawardena Numerical modelling strategy to accurately assess lining stresses in mechanized tunneling A. de Lillis, V. De Gori & S. Miliziano Tunnelling induced settlements—finite element predictions, soil model complexity and the empirical inverse Gaussian settlement curve G. Marketos Stress redistribution in the central pillar between twin tunnels A.M.G. Pedro, J.C.D. Grazina & J. Almeida e Sousa Numerical analysis of interaction behavior of yielding supports in squeezing ground A.-L. Hammer, R. Hasanpour, C. Hoffmann & M. Thewes A practical tool for the preliminary estimation of stability of underground quarries excavated in jointed chalk layers of North France F. Rafeh, H. Mroueh & S. Burlon Numerical analysis of old masonry vaults of the Paris subway tunnels E. Bourgeois, O. Moreno Regan, A.S. Colas, P. Chatellier, J.F. Douroux & A. Desbordes Investigation of the response of bored tunnels to seismic fault movement K. Tsiripidou & K. Georgiadis Numerical study on water-jet cutting technique applied in underground coal mines W.L. Gong, Y.X. Sun, X. Gao, J.L. Feng, Z.H. Li, L.R. Sousa & G.X. Xie Ground improvement and reinforcement A new method for finite element modelling of prefabricated vertical drains A.M. Lester, G.P. Kouretzis & S.W. Sloan Finite element modelling of reinforced road pavements with geogrids J. Neves & M. Goncalves Optimal design of reinforced slopes J. Gonzalez-Castejon & C. Smith Simulation of a jet injection into an elastic perfectly-plastic soil using uGIM

AUTORE

António S. Cardoso, José L. Borges, Pedro A. Costa, António T. Gomes, José C. Marques & Castorina S. Vieira work at the Faculty of Engineering, University of Porto, Porto, Portugal.

ALTRE INFORMAZIONI

• Condizione: Nuovo
• ISBN: 9781138332034
• Dimensioni: 9.75 x 6.75 in Ø 3.39 lb
• Formato: Copertina rigida
• Pagine Arabe: 724
• Pagine Romane: xxii