000923249 000__ 03125cam\a2200541Ii\4500 000923249 001__ 923249 000923249 005__ 20230306151016.0 000923249 006__ m\\\\\o\\d\\\\\\\\ 000923249 007__ cr\cn\nnnunnun 000923249 008__ 191106s2020\\\\sz\a\\\\o\\\\\101\0\eng\d 000923249 019__ $$a1129302920 000923249 020__ $$a9783030341909$$q(electronic book) 000923249 020__ $$a3030341909$$q(electronic book) 000923249 020__ $$z9783030341893 000923249 0247_ $$a10.1007/978-3-030-34190-9$$2doi 000923249 035__ $$aSP(OCoLC)on1126540931 000923249 035__ $$aSP(OCoLC)1126540931$$z(OCoLC)1129302920 000923249 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dUPM$$dOCLCF$$dINU 000923249 049__ $$aISEA 000923249 050_4 $$aTA775$$b.G46 2019eb 000923249 08204 $$a624.1/5$$223 000923249 1112_ $$aGeoMEast International Congress and Exhibition$$n(3rd :$$d2019 :$$cCairo, Egypt) 000923249 24510 $$aInnovative solutions for deep foundations and retaining structures :$$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) /$$cPedro Pinto, Chang-Yu Ou, Hany Shehata, editors. 000923249 264_1 $$aCham :$$bSpringer,$$c[2020] 000923249 264_4 $$c©2020 000923249 300__ $$a1 online resource :$$billustrations. 000923249 336__ $$atext$$btxt$$2rdacontent 000923249 337__ $$acomputer$$bc$$2rdamedia 000923249 338__ $$aonline resource$$bcr$$2rdacarrier 000923249 347__ $$atext file$$bPDF$$2rda 000923249 4901_ $$aSustainable civil infrastructures,$$x2366-3405 000923249 500__ $$aIncludes author index. 000923249 5050_ $$aComparison Of Russian Norms(Snip) And European Norms(Eurocodes) For Design And Construction Pile Foundations -- Development of Earth-Based Mortars for Usage in Earth Construction -- Experimental investigations of capacity response of a root pile in combination of O-cell test and conventional head-down test method -- Finite Element Modeling of Soil Arching in Pile Supported Embankment: 2D Approach -- Study of slope stability using piles, pathological case in Mostaganem, Algeria -- Effect of Fines and Matric Suction on the Collapsibility of Sandy Soils -- Assessment of earth retaining wall sustainability: Value functions and stakeholder weighting sensitivity -- Numerical study of passive earth pressure on retaining walls -- Understanding Pile Foundations Design Through Case Histories of New Tagus Bridge and Leziria Bridge -- Enhancement of Raft Foundation Using Micro Pile Technique. 000923249 506__ $$aAccess limited to authorized users. 000923249 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed November 6, 2019). 000923249 650_0 $$aFoundations$$vCongresses. 000923249 650_0 $$aRetaining walls$$vCongresses. 000923249 650_0 $$aCivil engineering$$vCongresses. 000923249 655_7 $$aConference papers and proceedings. 000923249 7001_ $$aPinto, Pedro,$$eeditor. 000923249 7001_ $$aOu, Chang-Yu,$$d1954-$$eeditor. 000923249 7001_ $$aShehata, Hany Farouk,$$eeditor. 000923249 77608 $$iPrint version: $$z9783030341893 000923249 830_0 $$aSustainable civil infrastructures. 000923249 852__ $$bebk 000923249 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-030-34190-9$$zOnline Access$$91397441.1 000923249 909CO $$ooai:library.usi.edu:923249$$pGLOBAL_SET 000923249 980__ $$aEBOOK 000923249 980__ $$aBIB 000923249 982__ $$aEbook 000923249 983__ $$aOnline 000923249 994__ $$a92$$bISE