000923247 000__ 03648cam\a2200553Ii\4500 000923247 001__ 923247 000923247 005__ 20230306151016.0 000923247 006__ m\\\\\o\\d\\\\\\\\ 000923247 007__ cr\cn\nnnunnun 000923247 008__ 191106s2020\\\\sz\a\\\\o\\\\\101\0\eng\d 000923247 019__ $$a1129144103 000923247 020__ $$a9783030341930$$q(electronic book) 000923247 020__ $$a3030341933$$q(electronic book) 000923247 020__ $$z9783030341923 000923247 0247_ $$a10.1007/978-3-030-34193-0$$2doi 000923247 0247_ $$a10.1007/978-3-030-34 000923247 035__ $$aSP(OCoLC)on1126540754 000923247 035__ $$aSP(OCoLC)1126540754$$z(OCoLC)1129144103 000923247 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dLQU$$dUPM$$dOCLCF$$dINU 000923247 049__ $$aISEA 000923247 050_4 $$aTA775$$b.G46 2019eb 000923247 08204 $$a624.1/5$$223 000923247 1112_ $$aGeoMEast International Congress and Exhibition$$n(3rd :$$d2019 :$$cCairo, Egypt) 000923247 24510 $$aAdvanced numerical methods in foundation engineering :$$bproceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on sustainable civil infrastructures - the official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /$$cHany Shehata, Braja Das, A.P. S. Selvadurai, Ayman Fayed, editors. 000923247 264_1 $$aCham :$$bSpringer,$$c[2020] 000923247 264_4 $$c©2020 000923247 300__ $$a1 online resource :$$billustrations. 000923247 336__ $$atext$$btxt$$2rdacontent 000923247 337__ $$acomputer$$bc$$2rdamedia 000923247 338__ $$aonline resource$$bcr$$2rdacarrier 000923247 4901_ $$aSustainable civil infrastructures,$$x2366-3405 000923247 500__ $$aIncludes author index. 000923247 5050_ $$aGroundwater Numerical Modelling of Amman-Zarqa Basin-Jordan -- A density-dependent constitutive model of rockfill as well as a dynamic contact technique for simulation of dynamic compaction with MPM -- Bearing capacity of square footing: A comparative study employing non-associative MC and MCC model -- A micro-mechanical study for constant shear drained behaviour of granular material -- Stiff degradation of granular material â€" a DEM approach -- Conventional method to estimate settlement of plate subjected to bi-axial loading â€" Part II -- Numerical prediction of thermo-mechanical behavior of energy pile in pyroclastic soil -- The Role of Constitutive Material Laws on the Jacking of Single Pile into Sandy Soil using Coupled Eulerian-Lagrangian Method -- Numerical analysis of instabilities affecting an excavation on the High Speed Line in Northern Morocco -- Effects of Reynolds number and aspect ratio on the turbulence characteristics in developing and fully developed flow over a rough bed. 000923247 506__ $$aAccess limited to authorized users. 000923247 520__ $$aThis book deals with the advanced analysis of the shallow foundations. Several research studies are considered including soil plasticity, cracking, reaching the soil bearing capacity, and creep. Dynamic analyses together with stability analysis are also included. It gives a wide range of dealing with the shallow foundations in different parts of the world. 000923247 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed November 6, 2019). 000923247 650_0 $$aFoundations$$vCongresses. 000923247 650_0 $$aFoundations$$xMathematical models$$vCongresses. 000923247 650_0 $$aCivil engineering$$vCongresses. 000923247 655_7 $$aConference papers and proceedings. 000923247 7001_ $$aShehata, Hany Farouk,$$eeditor. 000923247 7001_ $$aDas, Braja M.,$$d1941-$$eeditor. 000923247 7001_ $$aSelvadurai, A. P. S.,$$eeditor. 000923247 7001_ $$aFayed, Ayman,$$eeditor. 000923247 830_0 $$aSustainable civil infrastructures. 000923247 852__ $$bebk 000923247 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-030-34193-0$$zOnline Access$$91397441.1 000923247 909CO $$ooai:library.usi.edu:923247$$pGLOBAL_SET 000923247 980__ $$aEBOOK 000923247 980__ $$aBIB 000923247 982__ $$aEbook 000923247 983__ $$aOnline 000923247 994__ $$a92$$bISE