LEADER 00704nam0-22002771i-450- 001 990000548190403321 005 20001010 035 $a000054819 035 $aFED01000054819 035 $a(Aleph)000054819FED01 035 $a000054819 100 $a20001010d--------km-y0itay50------ba 101 0 $aita 105 $ay-------001yy 200 1 $aClassical mechanics$fJ. W. Leech 210 $aLondon$cMethuen$d1958 215 $a16 cm$d149 p. 700 1$aLeech,$bJohn Watson$057058 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990000548190403321 952 $a05 60 63$b108$fDININ 959 $aDININ 996 $aClassical mechanics$9329656 997 $aUNINA DB $aING01 LEADER 04103nam 22007095 450 001 9910299377303321 005 20251230060846.0 010 $a3-319-61642-0 024 7 $a10.1007/978-3-319-61642-1 035 $a(CKB)4340000000062794 035 $a(MiAaPQ)EBC4910232 035 $a(DE-He213)978-3-319-61642-1 035 $a(PPN)203670957 035 $a(MiAaPQ)EBC6231818 035 $a(EXLCZ)994340000000062794 100 $a20170711d2018 u| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aAdvances in Analysis and Design of Deep Foundations $eProceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on Sustainable Civil Infrastructures /$fedited by Murad Abu-Farsakh, Khalid Alshibli, Anand Puppala 205 $a1st ed. 2018. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2018. 215 $a1 online resource (304 pages) $cillustrations (some color), graphs 225 1 $aSustainable Civil Infrastructures,$x2366-3413 311 08$a3-319-61641-2 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $a1 Evaluation of Ultimate Pile Compression Capacity from Static Pile Load Test Results -- 2 Behavior of Piles in Two Soil Layers, Sand Overlaying Compressible Clay (Case Study) -- 3 Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded within Partially Saturated Cohesionless Soils -- 4 Bearing capacity and settlement of pile based on cone loading test -- 5 Experimental Study on Ultimate Capacity of Large Screw Piles in Beijing. 330 $aThis volume on ?Advances in Analysis and Design of Deep Foundations? contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical solutions. The technical papers are 8-10 pages long that present the results and findings from research as well as practical-oriented studies on deep foundations that are of interest to civil/geotechnical engineering community. The topics cover a wide spectrum of applications that include evaluation of the axial and lateral capacity of piles, pile group effects, evaluation of the increase in pile capacity with time (or pile setup), influence of excavation on pile capacity, study the behavior of pile raft caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017. 410 0$aSustainable Civil Infrastructures,$x2366-3413 606 $aGeotechnical engineering 606 $aEngineering geology 606 $aComputer simulation 606 $aBuildings$xDesign and construction 606 $aEngineering design 606 $aGeotechnical Engineering and Applied Earth Sciences 606 $aGeoengineering 606 $aComputer Modelling 606 $aBuilding Construction and Design 606 $aEngineering Design 615 0$aGeotechnical engineering. 615 0$aEngineering geology. 615 0$aComputer simulation. 615 0$aBuildings$xDesign and construction. 615 0$aEngineering design. 615 14$aGeotechnical Engineering and Applied Earth Sciences. 615 24$aGeoengineering. 615 24$aComputer Modelling. 615 24$aBuilding Construction and Design. 615 24$aEngineering Design. 676 $a624.15 702 $aAbu-Farsakh$b Murad$4edt$4http://id.loc.gov/vocabulary/relators/edt 702 $aAlshibli$b Khalid$4edt$4http://id.loc.gov/vocabulary/relators/edt 702 $aPuppala$b Anand$4edt$4http://id.loc.gov/vocabulary/relators/edt 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299377303321 996 $aAdvances in Analysis and Design of Deep Foundations$92508130 997 $aUNINA