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GeoMEast International Congress and Exhibition (2017 :)

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Advances in analysis and design of deep foundations = proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Advances in analysis and design of deep foundations/ edited by Murad Abu-Farsakh, Khalid Alshibli, Anand Puppala.
Reminder of title:	proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /
other author:	Abu-Farsakh, Murad.
corporate name:	GeoMEast International Congress and Exhibition
Published:	Cham :Springer International Publishing : : 2018.,
Description:	ix, 304 p. :ill., digital ;24 cm.
[NT 15003449]:	1 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.
Contained By:	Springer eBooks
Subject:	Foundations - Congresses. -
Online resource:	http://dx.doi.org/10.1007/978-3-319-61642-1
ISBN:	9783319616421

Advances in analysis and design of deep foundations = proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /
Advances in analysis and design of deep foundationsproceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /[electronic resource] :edited by Murad Abu-Farsakh, Khalid Alshibli, Anand Puppala. - Cham :Springer International Publishing :2018. - ix, 304 p. :ill., digital ;24 cm. - Sustainable civil infrastructures,2366-3405. - Sustainable civil infrastructures..

1 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.

This 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.

ISBN: 9783319616421

Standard No.: 10.1007/978-3-319-61642-1doiSubjects--Topical Terms:

3295364
Foundations
--Congresses.

LC Class. No.: TA775

Dewey Class. No.: 624.15

Advances in analysis and design of deep foundations = proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /
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505 0 $a 1 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.
520 $a This 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.
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