語系:
繁體中文
English
說明(常見問題)
圖資館首頁
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
Sustainability issues for the deep f...
~
(1998 :)
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) /
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Sustainability issues for the deep foundationsedited by Hesham El-Naggar ... [et al.].
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.
團體作者:
出版者:
Cham :Springer International Publishing :2019.
面頁冊數:
xiii, 286 p. :ill., digital ;24 cm.
Contained By:
Springer eBooks
標題:
FoundationsCongresses.Environmental aspects
電子資源:
https://doi.org/10.1007/978-3-030-01902-0
ISBN:
9783030019020$q(electronic bk.)
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) /
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) /[electronic resource] :edited by Hesham El-Naggar ... [et al.]. - Cham :Springer International Publishing :2019. - xiii, 286 p. :ill., digital ;24 cm. - 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$q(electronic bk.)
Standard No.: 10.1007/978-3-030-01902-0doiSubjects--Topical Terms:
834256
Foundations
--Environmental aspects--Congresses.
LC Class. No.: TA775
Dewey Class. No.: 624.15
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) /
LDR
:04206nmm a2200337 a 4500
001
553142
003
DE-He213
005
20190529100149.0
006
m d
007
cr nn 008maaau
008
191111s2019 gw s 0 eng d
020
$a
9783030019020$q(electronic bk.)
020
$a
9783030019013$q(paper)
024
7
$a
10.1007/978-3-030-01902-0
$2
doi
035
$a
978-3-030-01902-0
040
$a
GP
$c
GP
041
0
$a
eng
050
4
$a
TA775
072
7
$a
RBGL
$2
bicssc
072
7
$a
SCI019000
$2
bisacsh
072
7
$a
RB
$2
thema
082
0 4
$a
624.15
$2
23
090
$a
TA775
$b
.G345 2018
111
2
$n
(3rd :
$d
1998 :
$c
Amsterdam, Netherlands)
$3
194767
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 ... [et al.].
260
$a
Cham :
$b
Springer International Publishing :
$b
Imprint: Springer,
$c
2019.
300
$a
xiii, 286 p. :
$b
ill., digital ;
$c
24 cm.
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
Foundations
$x
Environmental aspects
$v
Congresses.
$3
834256
650
0
$a
Sustainable development
$3
257947
650
1 4
$a
Geotechnical Engineering & Applied Earth Sciences.
$3
542182
650
2 4
$a
Geoengineering, Foundations, Hydraulics.
$3
338647
650
2 4
$a
Building Construction and Design.
$3
761394
700
1
$a
El-Naggar, Hesham.
$3
834255
710
2
$a
Soil-Structure Interaction Group in Egypt.
$3
834243
710
2
$a
SpringerLink (Online service)
$3
273601
773
0
$t
Springer eBooks
830
0
$a
Sustainable civil infrastructures.
$3
799370
856
4 0
$u
https://doi.org/10.1007/978-3-030-01902-0
950
$a
Earth and Environmental Science (Springer-11646)
筆 0 讀者評論
全部
電子館藏
館藏
1 筆 • 頁數 1 •
1
條碼號
館藏地
館藏流通類別
資料類型
索書號
使用類型
借閱狀態
預約狀態
備註欄
附件
000000166258
電子館藏
1圖書
電子書
EB TA775 G345 2018 2019
一般使用(Normal)
在架
0
1 筆 • 頁數 1 •
1
多媒體
多媒體檔案
https://doi.org/10.1007/978-3-030-01902-0
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼
登入