MARC Record from marc_columbia

LEADER: 05964cam a2200637 a 4500
001 15094502
005 20221119231504.0
006 m o d
007 cr cnu---unuuu
008 131111s2013 ne a ob 101 0 eng d
035 $a(OCoLC)ocn862821767
035 $a(NNC)15094502
040 $aEBLCP$beng$epn$cEBLCP$dWAU$dOCLCO$dUIU$dYDXCP$dOCLCQ$dN$T$dOCLCO$dOCLCF$dOCLCQ$dDEBSZ$dOCLCO$dOCL$dOCLCO$dOCLCQ$dOCLCO$dNLE$dUKMGB$dYDX$dOCLCQ$dK6U$dOCLCO$dOCLCQ
015 $aGBB7C2362$2bnb
016 7 $a018416382$2Uk
020 $a9781315849287$q(electronic bk.)
020 $a1315849283$q(electronic bk.)
020 $z9781138001107$q(hbk. + CDROM)
035 $a(OCoLC)862821767
037 $aTANDF_346330$bIngram Content Group
050 4 $aTA417.6
072 7 $aTEC$x009000$2bisacsh
072 7 $aTEC$x035000$2bisacsh
082 04 $a620.1123
049 $aZCUA
111 2 $aInternational Conference on Analysis of Discontinuous Deformation$n(11th :$d2013 :$cFukuoka-shi, Japan)
245 10 $aFrontiers of discontinuous numerical methods and practical simulations in engineering and disaster prevention :$bproceedings of the 11th International Conference on Analysis of Discontinuous Deformation, ICADD11, Fukuoka, Japan, 27-29 August 2013 /$ceditors, Guangqi Chen [and others].
260 $aLeiden, The Netherlands :$bCRC Press/Balkema,$c©2013.
300 $a1 online resource (ix, 542 pages) :$billustrations
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
504 $aIncludes bibliographical references and index.
505 0 $aFront Cover; Table of contents; Preface; Keynote lecture; Basic theory of two dimensional and three dimensional contacts; Practical applications of DDA to disaster prevention; Application of DDA and NMM to practical problems in recent insight; Site response analysis with two-dimensional DDA; Stochastic key block analysis of underground excavations; A personal perspective on the Discontinuous Deformation Analysis; DDA/NMM developments and applications in Nanyang Technological University, Singapore; Next generation discontinuous rock mass models: 3-D and rock-fluid interaction.
505 8 $aMesh independence test of numerical manifold method in treating strong singularityHOSS: An integrated platform for discontinua simulations; The DDD method based on combination of RFPA and DDA; Advanced particle methods for accurate and stable computation of fluid flows; Interaction analysis of 3D multiphase fluids and deformable bodies; Study on transmission of elastic waves through jointed rocks using numerical simulations; Discontinuous deformation analysis and practical applications; Design and implementation of software architecture for DDA.
505 8 $aDetailed investigation of near-fault earthquake loading induced displacement of sliding system by the Discontinuous DeformationRock mass stability analysis based on contact mode using DDA; Development of a model for simulating hydraulic fracturing with DDA; Thermally vs. seismically induced block displacements in rock slopes; Improvement of Open-Close Iteration in DDA; Examination about the predictive precision of the rockfall behavior by the numerical simulation; DDA simulations of large landslides triggered by the Wenchuan earthquake.
505 8 $aWave propagation simulation in jointed rock bars by the Discontinuous Deformation AnalysisNumerical studies on in-situ rockfall experiments using 3D-DDA; A case study of the hazard analysis for rock slope by using DDA; Fundamental study of rockfall simulation applying the Monte Carlo analysis by DDA; Stability analysis of rock caverns under different in-situ stress using the DDA based hydro-mechanical coupled model; Mixed higher-order Discontinuous Deformation Analysis; Application of the NDDA method in the slope stability analysis.
505 8 $aSimulation of steep coal seam mining based on Discontinuous Deformation Analysis methodA new contact method using multi-sphere covers for 3D Discontinuous Deformation Analysis; Measurement management of rock slope monitoring using DDA; Stability analysis of breakwater in terms of seepage flow using DDA; A numerical simulation of volumetric enlargement for seismic debris flow using integrated DDA and KANAKO 2D; Mechanism of shallow rainfall-induced landslide and simulation of initiation with DDA; Study on soil arching effects of stabilizing piles using numerical methods.
505 8 $aCombining GIS and DDA for preliminary rockfall risk assessment in Gunung Kelir area Yogyakarta Indonesia.
588 0 $aOnline resource; title from PDF title page (CRCnetBASE, viewed November 22, 2013).
650 0 $aDeformations (Mechanics)$xMathematical models$vCongresses.
650 0 $aRock mechanics$xMathematical models$vCongresses.
650 6 $aDéformations (Mécanique)$xModèles mathématiques$vCongrès.
650 6 $aMécanique des roches$xModèles mathématiques$vCongrès.
650 7 $aTECHNOLOGY & ENGINEERING$xEngineering (General)$2bisacsh
650 7 $aTECHNOLOGY & ENGINEERING$xReference.$2bisacsh
650 7 $aDeformations (Mechanics)$xMathematical models.$2fast$0(OCoLC)fst00889784
650 7 $aRock mechanics$xMathematical models.$2fast$0(OCoLC)fst01099193
655 7 $aConference papers and proceedings.$2fast$0(OCoLC)fst01423772
700 1 $aChen, Guangqi.
700 1 $aOhnishi, Yuzo.
700 1 $aZheng, Lu.
700 1 $aSasaki, Takeshi.
776 08 $iPrint version:$aInternational Conference on Analysis of Discontinuous Deformation (11th : 2013 : Fukuoka-shi, Japan).$tFrontiers of discontinuous numerical methods and practical simulations in engineering and disaster prevention.$dLeiden, The Netherlands : CRC Press/Balkema, ©2013$z9781138001107$w(OCoLC)854610995
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15094502$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS