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检索条件"任意字段=6th European Conference on Numerical Methods in Geotechnical Engineering"

共 818 条记录，以下是221-230 订阅

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Advanced numerical methods in Electroporation 6

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6th european conference of the International-Federation-for-Medical-and-Biological-engineering (MBEC)

作者： Langus, Janez Grm, Aleksander Sustaric, Primoz Sustar, Tomaz C3M Doo Ctr Computat Continuum Mech Ljubljana Slovenia

ISBN: (纸本)9783319111278

In-silico experiments are becoming trusted research tool in the field of electroporation and by incorporating broader range of phenomena that govern electroporation process the results of these experiments are maturing to phase where trusted predictions can be made. In this paper we will present two approaches to numerical simulations of electroporation process. Detailed simulations using specialized finite element formulation that includes time dependent effects of pulse duration will be shown first and applicability discussed. Highly detailed simulations are not suitable for efficient optimization of electroporation treatment planning. that is why less detailed numerical solution for electroporation process was developed and used in conjunction with composite optimization procedure for efficient electroporation treatment planning. Long term vision of our company is to optimize detailed simulation in such a way that they will become computationally efficient and will enable development of rapid full 3D treatment planning tools, appropriate for use by physicians on their desktop or laptop computers.

关键词： electrochemotherapy simulation time dependent treatment planning optimization

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Comparison of settlement calculation methods for the design of a gravity base foundation in deep water 16

Comparison of settlement calculation methods for the design ...

引用

16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Smith, P.S. Hytiris, N. Mickovski, S. Department of Civil and Environmental Engineering Z Imperial College London United Kingdom School of Engineering and Built Environment Glasgow Caledonian University United Kingdom

ISBN: (纸本)9780727760678

the vast majority of offshore wind farms today are supported by mono-pile foundations. Until fairly recently mono-piles have been un-challenged as the primary foundation type, but this is now changing. With offshore wind farms moving into deeper water, mono- piles are becoming a less suitable option, not only economically but also in terms of function. this paper focuses on concrete gravity base foundations as an alternative to mono-piles for future offshore wind developments. More specifically the focus is on the geotechnical aspects of concrete gravity base foundation design, particularly the calculation of foundation settlement using both traditional analytical and numerical modelling methods. A design case study is performed using site-specific data for a future Scottish Territorial Waters offshore wind farm site. this consisted primarily of geotechnical stability and settlement calculations. the findings indicated that there was a great compliance between traditional analytical methods and numerical modelling approaches. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： Piles

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thREE-NODE ZERO-thICKNESS HYDRO-MECHANICAL INTERFACE FINITE ELEMENT FOR geotechnical APPLICATIONS 6

THREE-NODE ZERO-THICKNESS HYDRO-MECHANICAL INTERFACE FINITE ...

引用

6th International conference on Computational methods for Coupled Problems in Science and engineering (COUPLED PROBLEMS)

作者： Cerfontaine, B. Dieudonne, A. C. Radu, J. P. Collin, F. Charlier, R. Univ Liege Dept ArGEnCo ULg B52 Liege Belgium FRIA FRS FNRS Brussels Belgium

ISBN: (纸本)9788494392832

the paper presents the main features of a hydro- mechanical coupled finite element of interface. the mechanical problem accounts for the detection of contact, the development of contact pressure, shearing and relative sliding between two solids. A three- node discretisation of hydraulic problem allows the representation of fluid flow across and in the plane of the interface. the method involves a drop of pressure between each side of the interface and the inner medium. Hydro- mechanical couplings result from 1) the definition of the total pressure acting on each side of the interface according to the Terzaghi's principle;2) the dependence of permeability on the gap opening;3) the variation of the fluid mass stored within the gap.

关键词： Interface numerical modelling Finite elements Offshore engineering

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numerical modelling of physical experiments with passive pressure of unsaturated soils 16

Numerical modelling of physical experiments with passive pre...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Koudelka, T. Koudelka, P. Czech Technical University Prague Czech Republic Czech Academy of Sciences Prague Czech Republic

ISBN: (纸本)9780727760678

It was at Prague's Institute of theoretical and Applied Mechanics of the Czech Academy of Sciences in 1998 that basic research of earth/lateral pressure based on physical experiments and lately together with Czech Technical University in Prague also on numerical modelling was initiated and is still in progress there. the first research target is to prove a real soil mass behaviour and to do the theory more exact. the second one is to apply experimental results for numerical modelling and for development of an advanced software package SIFEL solving complex non-linear numerical models. the paper concentrates on double physical experiments (E5/0.1 and E6/0, l) with pressure at rest and passive pressure during wall rotation about the toe and their numerical modelling. the measurements from the both experiments exhibited almost the same results and therefore only the E6 experiment was selected for the numerical simulation. the nonlinear numerical simulation was performed with help of plasticity model based on Mohr-Coulomb yield criterion. An evaluation of physical experiments and numerical modelling is presented. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： numerical models

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Comparison of advanced numerical methods for geomechanical problems with large deformations 16

Comparison of advanced numerical methods for geomechanical p...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Moormann, C. Fatemizadeh, S. Aschrafi, J. University of Stuttgart Institute for Geotechnical Engineering Stuttgart Germany

ISBN: (纸本)9780727760678

Since first application in the middle of the last century, Finite Element Method (FEM) has become a very powerful tool in geotechnical engineering for analysing small deformation problems like deep foundations, excavations, tunnels etc. with increasing complexity. It is evident that this method has many shortcomings solving geotechnical problems with large deformations and/or large displacements (e.g. pile installation effects, slope stability, piping or erosion effects). Especially contact problems and large finite element mesh distortions may lead to inaccurate results or even to a non-convergent solution of the problem. Because of this reason it is necessary to use more advanced modelling techniques like the Arbitrary Lagrangian-Eulerian (ALE) Method, the Coupled Eulerian-Lagrangian (CEL) Method or the Material Point Method (MPM), which is further developing for geotechnical applications currently at University of Stuttgart (IGS). these methods can overcome mesh distortion and contact problems and have the potential to improve the understanding of complex soil-structure interaction and failure mechanism of soil under large deformation conditions. the objective of this paper is to give a brief introduction on the governing equations and solution procedures of all methods mentioned before. Following, these methods will be compared and their potential will be shown for a large deformed strip footing and a landslide problem considering plane strain conditions. Concluding, recommendations on the applicability of all these methods for other geomechanical problems are given. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： geotechnical engineering

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Comparison of free-field ground movements caused by mechanized and open-face tunneling 16

Comparison of free-field ground movements caused by mechaniz...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Ieronymaki, E. Whittle, A.J. Simic, D. Dept. Civil and Environmental Engineering MIT CambridgeMA United States Department of Geotechnology Ferrovial-Agroman Madrid Spain

ISBN: (纸本)9780727760678

Measurements of surface and sub-surface ground movements at free-field sites provide essential data for evaluating the performance of different tunnel construction methods and developing more reliable methods of prediction. this paper compares data from the recent EPB construction of twin tunnels for Crossrail beneath Hyde Park, with measurements obtained 15 years ago for open-face shield construction of Jubilee Line Extension tunnels beneath St James Park. While the two sites differ in details of the stratigraphy (thickness of clay), tunnel diameter and construction procedure, there are close similarities in the overlying stratigraphy and engineering properties of the tunneling medium, London Clay. the performance of the two projects are gauged through analytical and numerical solutions that use cavity deformation-mode parameters fitted to the field data. the back-fitted analytical and numerical solutions achieve excellent agreement with the measured far-field deformations and hence, provide important insight for evaluating numerical predictions from comprehensive 3D finite element models. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： Parks

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A comparison of numerical modelling techniques to predict the effect of climate on infrastructure slopes 16

A comparison of numerical modelling techniques to predict th...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Hughes, David Karim, Md Rajibul Briggs, Kevin Glendinning, Stephanie Toll, David Dijkstra, Tom Powrie, William Dixon, Neil School of Planning Architecture and Civil Engineering Queen's University Belfast Belfast United Kingdom Department of Architecture and Civil Engineering University of Bath Bath United Kingdom School of Civil Engineering and Geosciences Newcastle University Newcastle-upon-Tyne United Kingdom School of Engineering and Computing Sciences University of Durham Durham United Kingdom British Geological Survey Keyworth United Kingdom School of Civil Engineering and the Environment Southampton University Southampton United Kingdom School of Civil and Building Engineering Loughborough University Loughborough United Kingdom

ISBN: (纸本)9780727760678

there are a wide range of numerical modelling approaches available for assessing the condition and predicting the performance of engineered slopes, subjected to seasonal weather patterns and climate changes. these modelling approaches often use different techniques such as limit equilibrium methods coupled with steady state or transient seepage analyses, fully coupled finite element stress analyses or other modelling techniques which focus on the effects of the near surface processes of vegetation and the environment. this paper compares two of the numerical modelling approaches based on an instrumented research site located close to Newry, Northern Ireland. this work is part of iSMART, which is an EPSRC-funded research consortium of 6 leading UK academic collaborators and industrial partners, addressing sustainable management and resilience assessment of infrastructure slopes. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： numerical models

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EC7 - Which design approach is appropriate for numerical methods? 16

EC7 - Which design approach is appropriate for numerical met...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Herten, M. Federal Waterways Engineering and Research Institute Karlsruhe Germany

ISBN: (纸本)9780727760678

It is widely agreed numerical methods such as the Finite Element Method (FEM) are better suited to deformation prognosis and calculations of the Serviceability Limit State than analytical models. these calculations do not need safety factors and limit values are determined empirically. For designs of Ultimate Limit States, the application of FEM needs to be considered in a more differentiated way. In Eurocode EN 1997 (EC 7) Part 1, currently there are three optional design approaches in combination with the Material Factoring Approach (MFA), the Load Factoring Approach (LFA) and the Resistance Factoring Approach (RFA). they differ in the way in which partial factors are taken into account. the advantages and disadvantages of these design approaches hold true mostly for both analytical and numerical calculations. In the case of analytical calculations, however, deficits can be compensated by experience. the calculation with FEM provides fresh impetus for the technical implementation of both design approaches. If the design is to be completely determined by FEM, MFA seems to be the simplest form of implementation. It is for that reason that this design approach is so well received among FEM users. However, it has not yet been agreed how material properties of structural elements are to be reduced and how ductile performances (e.g. buckling) can be prevented. In RFA it is difficult to include numerically calculated resistances at limit state. As EC7 is currently being revised it is necessary to deal with these design approaches and to lay the foundations for a forward-looking design with numerical methods. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： Finite element method

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SLS analysis of soil-structure interaction using direct methods 16

SLS analysis of soil-structure interaction using direct meth...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Smith, C.C. University of Sheffield Sheffield United Kingdom

ISBN: (纸本)9780727760678

While significant attention has been paid in the past to ULS analysis both in the literature and in design codes such as Eurocode 7, comparatively less attention has been paid to the SLS which has equivalent importance in many cases. While elasto-plastic FE analysis can address both SLS and ULS analysis there remains a need for simple 'direct' approaches for routine use, that can inherently deal with the non-linearity and uncertainty in soil stress-strain behaviour, and handle complex geometries. this paper presents initial work aimed at developing a simple, direct, fully general SLS method. It investigates simple energy and mobilized strength design (MSD) based approaches that derive SLS results from either a simple linear elastic analysis or a plastic limit analysis. Both of these analysis methods can be implemented as robust numerical direct methods. the example of a flexible footing is investigated. Advantages and limitations of the method are discussed. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： Soil structure interactions

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Influence of geotechnical parameters and numerical modelling on local seismic response analysis 16

Influence of geotechnical parameters and numerical modelling...

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16th european conference on Soil Mechanics and geotechnical engineering, ECSMGE 2015

作者： Ferraro, A. Grasso, S. Massimino, M.R. Maugeri, M. Department of Civil Engineering and Architecture University of Catania Italy

ISBN: (纸本)9780727760678

Following the new Italian Technical Standards for Constructions, in-situ tests for determining shear wave velocity profiles are performed by designers, with the aim of evaluating the local seismic response analysis of the soil. It happens, in some cases, that Vs profiles obtained with different types of investigation, performed even at close distances, give different results with each other. this inevitably involves some uncertainty on seismic response analysis. Further uncertainties arise from the different behaviour of soil non-linearity, about the decay of the shear modulus and the increase of the damping factor with deformation progresses. To these uncertainty factors, related to soil properties, are added the uncertainties arising from the different computational codes used for the numerical analysis. In the present work has been executed an extensive local seismic response analysis by comparing different methods of investigation for the estimation of shear wave Vs, including Seismic Dilatometer Marchetti Tests SDMTs, with particular reference to soils of Emilia Romagna (Italy), affected by the earthquakes of May 20-29, 2012. For what concerns the codes for the numerical analysis, two codes that perform 1 - D analysis are compared, easy to use even in professional practice: the EERA code and the STRATA code. Results of seismic response analyses obtained by the two codes have been compared and discussed. © the authors and ICE Publishing: All rights reserved, 2015.

关键词： Soils

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