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010   $a3-030-01926-8
024 7 $a10.1007/978-3-030-01926-6
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035   $a(DE-He213)978-3-030-01926-6
035   $z(PPN)258871679
035   $a(PPN)231463359
035   $a(MiAaPQ)EBC5918025
035   $a(EXLCZ)994100000007102995
100   $a20181027d2019      u|         0
101 0 $aeng
135   $aurcnu||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aAdvances in Numerical Methods in Geotechnical Engineering $eProceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 ? The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /$fedited by Hany Shehata, Chandrakant S. Desai
205   $a1st ed. 2019.
210  1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2019.
215   $a1 online resource (209 pages)
225 1 $aSustainable Civil Infrastructures,$x2366-3413
311 08$a3-030-01925-X 
327   $aNumerical investigation of the frequency influence on soil characteristics during vibratory driving of tubular piles -- Critical state theory for sand with fines: A DEM perspective -- Modelling the liquefaction behaviour of Sydney sand and the link between static and cyclic instability -- Numerical stability analysis of the abutment dam slopes using the key group -- An Enhanced Solution For The Expansion of Cylindrical Cavities In Modified Cam Clay -- 2D Spatial Variability Analysis of Sugar Creek Embankment: Comparative Study -- The influence of Rayleigh coefficients on numerical calculation in specific dynamic problems- Numerical Assessment of Ain-Tinn Slope Stability in Mila Province (Algeria) -- Stochastic Modeling of the Spatial Variability of Soil -- 3D- analysis of piled raft under the action of vertical and earthquake loads -- Scaling factors for generating p-y curve for liquefied soils from its stress-strain behaviour -- Finite Element Analysis ofSub_Surface Settlements & Pile-Tunnel Interaction -- Evaluation of Design Parameters of Near Embankment Underground Tunnel Structure by Numerical Analysis of a 2D Plain Strain Model.
330   $aThis volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modeling soil in different parts of the world. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 ? The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
410  0$aSustainable Civil Infrastructures,$x2366-3413
606   $aGeotechnical engineering
606   $aCivil engineering
606   $aNumerical analysis
606   $aGeotechnical Engineering and Applied Earth Sciences
606   $aCivil Engineering
606   $aNumerical Analysis
615  0$aGeotechnical engineering.
615  0$aCivil engineering.
615  0$aNumerical analysis.
615 14$aGeotechnical Engineering and Applied Earth Sciences.
615 24$aCivil Engineering.
615 24$aNumerical Analysis.
676   $a551.05
702   $aShehata$b Hany$4edt$4http://id.loc.gov/vocabulary/relators/edt
702   $aDesai$b Chandrakant S$4edt$4http://id.loc.gov/vocabulary/relators/edt
906   $aBOOK
912   $a9910337901503321
996   $aAdvances in Numerical Methods in Geotechnical Engineering$92225550
997   $aUNINA