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) / edited by Hesham El-Naggar, Khalid Abdel-Rahman, Bengt Fellenius, Hany Shehata.

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 r...

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Bibliographic Details
Corporate Author:	SpringerLink (Online service)
Other Authors:	El-Naggar, Hesham (Editor), Abdel-Rahman, Khalid (Editor), Fellenius, Bengt (Editor), Shehata, Hany (Editor)
Format:	eBook
Language:	English
Published:	Cham : Springer International Publishing : Imprint: Springer, 2019.
Edition:	1st ed. 2019.
Series:	Sustainable Civil Infrastructures, Springer eBook Collection.
Subjects:	Geotechnical engineering. Engineering geology. Engineering—Geology. Foundations. Hydraulics. Buildings—Design and construction. Building. Construction. Engineering, Architectural. Electronic resources (E-books)
Online Access:	Click to view e-book
Holy Cross Note:	Loaded electronically. Electronic access restricted to members of the Holy Cross Community.

Table of Contents:

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.

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