國立虎尾科技大學 |

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) /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Sustainability Issues for the Deep Foundations/ edited by Hesham El-Naggar, Khalid Abdel-Rahman, Bengt Fellenius, Hany Shehata.
其他題名:	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) /
其他作者:	El-Naggar, Hesham.
面頁冊數:	XIII, 286 p. 231 illus., 169 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Geotechnical engineering. -
電子資源:	https://doi.org/10.1007/978-3-030-01902-0
ISBN:	9783030019020

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) /
Sustainability Issues for the Deep FoundationsProceedings 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) /[electronic resource] :edited by Hesham El-Naggar, Khalid Abdel-Rahman, Bengt Fellenius, Hany Shehata. - 1st ed. 2019. - XIII, 286 p. 231 illus., 169 illus. in color.online resource. - Sustainable Civil Infrastructures,2366-3405. - Sustainable Civil Infrastructures,.

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.

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).

ISBN: 9783030019020

Standard No.: 10.1007/978-3-030-01902-0doiSubjects--Topical Terms:

1024219
Geotechnical engineering.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.151

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) /
LDR:04617nam a22003975i 4500 001 1009982
003 DE-He213
005 20200701030131.0
007 cr nn 008mamaa
008 210106s2019 gw | s |||| 0|eng d
020 $a 9783030019020 $9 978-3-030-01902-0
024 7 $a 10.1007/978-3-030-01902-0 $2 doi
035 $a 978-3-030-01902-0
050 4 $a TA703-705.4
072 7 $a RB $2 bicssc
072 7 $a SCI019000 $2 bisacsh
072 7 $a RB $2 thema
082 0 4 $a 624.151 $2 23
245 1 0 $a Sustainability Issues for the Deep Foundations $h [electronic resource] : $b 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) / $c edited by Hesham El-Naggar, Khalid Abdel-Rahman, Bengt Fellenius, Hany Shehata.
250 $a 1st ed. 2019.
264 1 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2019.
300 $a XIII, 286 p. 231 illus., 169 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
490 1 $a Sustainable Civil Infrastructures, $x 2366-3405
505 0 $a 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.
520 $a 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).
650 0 $a Geotechnical engineering. $3 1024219
650 0 $a Engineering geology. $3 558458
650 0 $a Engineering—Geology. $3 1253941
650 0 $a Foundations. $3 565339
650 0 $a Hydraulics. $3 636781
650 0 $a Buildings—Design and construction. $3 1254621
650 0 $a Building. $3 557609
650 0 $a Construction. $3 1254179
650 0 $a Engineering, Architectural. $3 845652
650 1 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 815187
650 2 4 $a Geoengineering, Foundations, Hydraulics. $3 768429
650 2 4 $a Building Construction and Design. $3 1114677
700 1 $a El-Naggar, Hesham. $e editor. $4 edt $4 http://id.loc.gov/vocabulary/relators/edt $3 1304005
700 1 $a Abdel-Rahman, Khalid. $e editor. $4 edt $4 http://id.loc.gov/vocabulary/relators/edt $3 1304006
700 1 $a Fellenius, Bengt. $e editor. $4 edt $4 http://id.loc.gov/vocabulary/relators/edt $3 1304007
700 1 $a Shehata, Hany. $e editor. $4 edt $4 http://id.loc.gov/vocabulary/relators/edt $3 1286894
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9783030019013
776 0 8 $i Printed edition: $z 9783030019037
830 0 $a Sustainable Civil Infrastructures, $x 2366-3405 $3 1282591
856 4 0 $u https://doi.org/10.1007/978-3-030-01902-0
912 $a ZDB-2-EES
912 $a ZDB-2-SXEE
950 $a Earth and Environmental Science (SpringerNature-11646)
950 $a Earth and Environmental Science (R0) (SpringerNature-43711)