Sustainability Issues for the Deep Foundations Proceedings 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) /

• Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
• Άλλοι συγγραφείς: El-Naggar, Hesham (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt), Abdel-Rahman, Khalid (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt), Fellenius, Bengt (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt), Shehata, Hany (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt)
• Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Cham : Springer International Publishing : Imprint: Springer, 2019.
• Έκδοση: 1st ed. 2019.
• Σειρά: Sustainable Civil Infrastructures,
• Θέματα: Geotechnical engineering.; Engineering geology.; Engineering-Geology.; Foundations.; Hydraulics.; Buildings-Design and construction.; Building.; Construction.; Engineering, Architectural.; Geotechnical Engineering & Applied Earth Sciences.; Geoengineering, Foundations, Hydraulics.; Building Construction and Design.

 The book presents some advances in the analysis and design of deep foundations. It contains 21 technical papers covering various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling and analytical solutions. They present 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, evaluation of the bearing capacity and settlement of piles from cone penetration tests, etc. 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). 

 1.Earth pressure distribution on rigid pipes overlain by tda inclusion -- 2.Dynamic nonlinear horizontal resistance of pile group considering soil types and pile-soil contact conditions -- 3.Response of four pile group subjected to eccentric loading -- 4.Negative skin friction distribution on a single pile - numerical analysis -- 5.The proposed use of generalized regression neural network to predict the entire static load test -- 6.Case study: micropiles as integral part of an alternative slope stabilization system -- 7.Experimental study on the behavior of pile and soil at the frost condition -- 8.Analysis of driven pile bearing capacity results by static and dynamic load tests -- 9.Bearing capacity of an incompletely end-supported pile based on rigid plastic finite element method (rpfem) -- 10.Influence of cap rigidity on the performance of piled-cap foundation -- 11.Geotechnical issues of testing piles on construction site of astana -- 12.An appraisal of pile capacity interpretation methods using model piles -- 13.Being behaviors and reasonable rock-socketed depth of bridge pile foundation in karst areas -- 14.Analytical approaches to predict pile settlement in london clay -- 15.Energy formulation for axial pile head stiffness in inhomogeneous soil -- 16.Indirect in-situ tests during the execution of deep foundations: relating the excavation energies to the young moduli of the surrounding soils -- 17.Vibration wave displacement introduced for driving steel pipe and h-piles -- 18.Development of negative skin friction and dragloads on piles and pile groups in soft clay -- 19.Shaft resistance of displacement piles in overconsolidated cohesionless soils -- 20.Influence of exposure temperature on shaft capacity of steel piles in ice-poor and ice-rich frozen soils -- 21.Effect of scour depth on ultimate capacity and settlement of piled foundation.