MARC Record from marc_columbia

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008 180430s2018 flu ob 101 0 eng d
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035 $a(NNC)15132075
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019 $a1047619362
020 $a9780429446924$q(e-book)
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020 $a9780429823169$q(e-book ;$qPDF)
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020 $z9781138332034
024 8 $a10.1201/9780429446924$2doi
035 $a(OCoLC)1033528265$z(OCoLC)1047619362
037 $a9780429823169$bIngram Content Group
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072 7 $aTEC009020$2bisacsh
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082 14 $a[E]
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245 00 $aNumerical Methods in Geotechnical Engineering IX, Volume 2 :$bProceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal /$ceditor, Manuel de Matos Fernandes.
250 $aFirst edition.
264 1 $aBoca Raton, FL :$bCRC Press,$c2018.
300 $a1 online resource :$btext file, PDF
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
520 2 $a"NUMGE 2018 is the ninth in a series of conferences on Numerical Methods in Geotechnical Engineering organized by the ERTC7 under the auspices of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The first conference was held in 1986 in Stuttgart, Germany and the series continued every four years (1990 Santander, Spain; 1994 Manchester, United Kingdom; 1998 Udine, Italy; 2002 Paris, France; 2006 Graz, Austria; 2010 Trondheim, Norway; 2014 Delft, The Netherlands). The conference provides a forum for exchange of ideas and discussion on topics related to numerical modelling in geotechnical engineering. Both senior and young researchers, as well as scientists and engineers from Europe and overseas, are invited to attend this conference to share and exchange their knowledge and experiences. This work is the second volume of NUMGE 2018"--Provided by publisher.
505 0 $6880-01$aCover; Half Title; Title Page; Copyright Page; Table of Contents; Preface; Committees; Institutional support; Sponsors; 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; Numerical analysis of a foundation of a cooling tower in difficult geotechnical conditions; Consideration of numerical methods in next generation Eurocode 7 (EN 1997)-current state of the amendment; Shallow and deep foundations; Analysis of piled foundations partially embedded in rock.
505 8 $aNumerical 3D analysis of masonry arch bridge cracks using jointed rock modelFinite element analysis of soft boundary effects on the behaviour of shallow foundations; Development of load-transfer curves for axially-loaded piles using fibre-optic strain data, finite element analysis and optimisation; Numerical analysis of concrete piles driving in saturated dense and loose sand deposits; Slopes and cuts; MPM modelling of static liquefaction in reduced-scale slope; Thermomechanical modelling of rock avalanches with debris, ice and snow entrainment.
505 8 $aEffect of failure criterion on slope stability analysis2D and 3D rock slope stability analysis in an open-pit mine; Increased efficiency of finite element slope stability analysis by critical failure path detection; Stabilisation of excavated slopes with piles in soils with distinctly different strain softening behaviour; Groundwater flow modelling for the design of a dry dock; Influence of periodical rainfall on shallow slope failures based on finite element analysis; Slope instabilities triggered by creep induced strength degradation; Supported excavations and retaining walls.
505 8 $aNumerical analyses of a pile wall at the toe of a natural slopeInverse analysis of horizontal coefficient of subgrade reaction modulus for embedded retaining structures; Performance based design for propped excavation support systems in Qom, Iran; Three-dimensional effects of nail arrangement on soil-nailed convex corners; Design of anchored sheet pile walls in cohesionless soil; Back-analysis of Crossrail deep excavations using 3D FE modelling-development of BRICK parameters for London Clay; Numerical analysis of an unsymmetrical railcar unloading pit and connection trench.
504 $aIncludes bibliographical references and index.
650 0 $aTunnelling.
650 0 $aUnderground construction.
650 6 $aConstructions souterraines.
650 7 $aunderground buildings.$2aat
650 7 $aunderground structures.$2aat
650 7 $aTECHNOLOGY & ENGINEERING$xCivil$xGeneral.$2bisacsh
650 7 $aUnderground construction.$2fast$0(OCoLC)fst01160913
655 0 $aElectronic books.
655 4 $aElectronic books.
700 1 $aDe Matos Fernandes, Manuel,$eeditor.
776 08 $z9780429823169$z9780429823152
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15132075$zTaylor & Francis eBooks
880 8 $6505-01/Grek$aThe bearing capacity of shallow foundations on slopesThe failure mechanism of pile foundations in non-cohesive soils; Long-term settlements induced by a large mat foundation; Design simulation of deformations during short-term loading of soft clay; An elastoplastic 1D Winkler model for suction caisson foundations under combined loading; Analysis of friction piles in consolidating soils; Soil-foundation contact models in finite element analysis of tunnelling-induced building damage; Finite element modelling of extent of failure zone in c-ϕ soil at the cutting edge of open caisson.
852 8 $blweb$hEBOOKS