Sustainability Issues for the Deep Foundations: Proceedings of the 2nd Geom...

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Item specifics

Condition
Like New: A book that looks new but has been read. Cover has no visible wear, and the dust jacket ...
Narrative Type
Nonfiction
ISBN
9783030019013
Book Title
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)
Book Series
Sustainable Civil Infrastructures Ser.
Publisher
Springer International Publishing A&G
Item Length
9.3 in
Publication Year
2018
Format
Trade Paperback
Language
English
Illustrator
Yes
Author
Khalid Abdel-Rahman
Genre
Technology & Engineering, Science, Business & Economics
Topic
Civil / Soil & Rock, Construction / General, Construction / Heating, Ventilation & Air Conditioning, Earth Sciences / General, Development / Sustainable Development
Item Weight
16.3 Oz
Item Width
6.1 in
Number of Pages
Xiii, 286 Pages
Category

About this product

Product Identifiers

Publisher
Springer International Publishing A&G
ISBN-10
3030019012
ISBN-13
9783030019013
eBay Product ID (ePID)
23038688269

Product Key Features

Book Title
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)
Number of Pages
Xiii, 286 Pages
Language
English
Publication Year
2018
Topic
Civil / Soil & Rock, Construction / General, Construction / Heating, Ventilation & Air Conditioning, Earth Sciences / General, Development / Sustainable Development
Illustrator
Yes
Genre
Technology & Engineering, Science, Business & Economics
Author
Khalid Abdel-Rahman
Book Series
Sustainable Civil Infrastructures Ser.
Format
Trade Paperback

Dimensions

Item Weight
16.3 Oz
Item Length
9.3 in
Item Width
6.1 in

Additional Product Features

Number of Volumes
1 vol.
Table Of Content
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.
Synopsis
This volume 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.
LC Classification Number
TA703-705.4

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