MARC Record from marc_columbia

LEADER: 04111cam a2200613 i 4500
001 15199362
005 20210607150205.0
006 m o d
007 cr cnu---unuuu
008 201130s2010 flu o 100 0 eng d
035 $a(OCoLC)on1224544694
035 $a(NNC)15199362
040 $aTYFRS$beng$erda$epn$cTYFRS$dOCLCO$dTYFRS$dOCLCQ
020 $a9780203831182$q(electronic bk.)
020 $a0203831187$q(electronic bk.)
020 $a9781136827556$q(electronic bk. ;$qPDF)
020 $a1136827552$q(electronic bk. ;$qPDF)
020 $a9781136827501$q(electronic bk. ;$qMobipocket)
020 $a1136827501$q(electronic bk. ;$qMobipocket)
020 $a9781136827549$q(electronic bk. ;$qEPUB)
020 $a1136827544$q(electronic bk. ;$qEPUB)
020 $z9780415612951
020 $z0415612950
035 $a(OCoLC)1224544694
037 $a9780203831182$bTaylor & Francis
050 4 $aTA710
072 7 $aTEC$x009020$2bisacsh
072 7 $aTN$2bicssc
082 04 $a624.15136$223
049 $aZCUA
111 2 $aInternational Symposium on Geomechanics and Geotechnics: from Micro to Macro$d(2010 :$cShanghai, China)
245 10 $aGeomechanics and geotechnics :$bfrom micro to macro /$cedited by Mingjing Jiang, Fang Liu and Malcolm Bolton.
264 1 $aBoca Raton, Fla. :$bCRC,$c2010.
264 2 $aLondon :$bTaylor & Francis [distributor]
300 $a1 online resource (1 volume)
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
588 0 $aPrint version record.
500 $aConference proceedings.
520 $aSoils are composed of grains but they are generally treated as continua in the classical framework of geomechanics. Their macroscopic response under loading, such as their non-linearity, yielding and anisotropy, is controlled by their micro-structure, the characteristics of the grains and the disposition of contacts between them. There have been rapid advances in technology both to investigate the microscopic properties of soils, and to simulate their granular behaviour explicitly through Discrete Element Method (DEM). DEM was originally used to reproduce element tests, but it is now being advocated for boundary-value problems. Geomechanics and Geotechnics: From Micro to Macro includes 174 peer-reviewed papers presented at the International Symposium on Geomechanics and Geotechnics: From Micro to Macro (IS-Shanghai 2010, Shanghai, China, 10-12 October 2010). The symposium provided an opportunity for the exchange of ideas and information on experiments, numerical models and engineering applications related to the discrete nature of geomaterials. The main goal was to explore further advances in the use of micro-geomechanical approaches, and by doing so to improve the understanding of macro-geomechanical phenomena by offering experiments, constitutive relations, numerical analyses and engineering applications associated with the discrete nature of geomaterials. Geomechanics and Geotechnics: From Micro to Macro will be of interest to academics and engineers involved in Soil Mechanics, Geomechanics, Geotechnical Engineering, Geoengineering and Civil Engineering.
650 0 $aSoil mechanics$vCongresses.
650 0 $aSoil mechanics$xMathematical models$vCongresses.
650 7 $aTECHNOLOGY$xEngineering$xCivil.$2bisacsh
650 7 $aSoil mechanics.$2fast$0(OCoLC)fst01124463
650 7 $aSoil mechanics$xMathematical models.$2fast$0(OCoLC)fst01124473
655 4 $aElectronic books.
655 7 $aConference papers and proceedings.$2fast$0(OCoLC)fst01423772
700 1 $aJiang, Mingjing,$eeditor.
700 1 $aLiu, Fang,$eeditor.
700 1 $aBolton, Malcolm,$eeditor.
776 08 $iPrint version:$aInternational Symposium on Geomechanics and Geotechnics: from Micro to Macro (2010 : Shanghai, China).$tGeomechanics and geotechnics.$dBoca Raton, Fla. : CRC, 2010$z9780415612951$w(OCoLC)750404587
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15199362$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS