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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 /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Advances in analysis and design of deep foundations/ edited by Murad Abu-Farsakh, Khalid Alshibli, Anand Puppala.
其他題名:	proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on sustainable civil infrastructures /
其他作者:	Abu-Farsakh, Murad.
團體作者:	GeoMEast International Congress and Exhibition
出版者:	Cham :Springer International Publishing : : 2018.,
面頁冊數:	ix, 304 p. :ill., digital ;24 cm.
內容註:	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
標題:	Foundations - Congresses. -
電子資源:	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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