國立高雄大學圖資館 |

語系: 繁體中文

說明(常見問題)

圖資館首頁

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Advances in numerical methods in geo...

(1998 :)

Advances in numerical methods in geotechnical engineeringproceedings 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:	Advances in numerical methods in geotechnical engineeringedited by Hany Shehata, Chandrakant S. Desai.
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:	Shehata, Hany.
團體作者:
出版者:	Cham :Springer International Publishing :2019.
面頁冊數:	x, 209 p. :ill., digital ;24 cm.
Contained By:	Springer eBooks
標題:	Earth sciences.
電子資源:	https://doi.org/10.1007/978-3-030-01926-6
ISBN:	9783030019266$q(electronic bk.)

Advances in numerical methods in geotechnical engineeringproceedings 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) /
Advances in numerical methods in geotechnical engineeringproceedings 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 Hany Shehata, Chandrakant S. Desai. - Cham :Springer International Publishing :2019. - x, 209 p. :ill., digital ;24 cm. - Sustainable civil infrastructures,2366-3405. - Sustainable civil infrastructures..

Numerical investigation of the frequency influence on soil characteristics during vibratory driving of tubular piles -- Critical state theory for sand with fines: A DEM perspective -- Modelling the liquefaction behaviour of Sydney sand and the link between static and cyclic instability -- Numerical stability analysis of the abutment dam slopes using the key group -- An Enhanced Solution For The Expansion of Cylindrical Cavities In Modified Cam Clay -- 2D Spatial Variability Analysis of Sugar Creek Embankment: Comparative Study -- The influence of Rayleigh coefficients on numerical calculation in specific dynamic problems- Numerical Assessment of Ain-Tinn Slope Stability in Mila Province (Algeria) -- Stochastic Modeling of the Spatial Variability of Soil -- 3D- analysis of piled raft under the action of vertical and earthquake loads -- Scaling factors for generating p-y curve for liquefied soils from its stress-strain behaviour -- Finite Element Analysis ofSub_Surface Settlements & Pile-Tunnel Interaction -- Evaluation of Design Parameters of Near Embankment Underground Tunnel Structure by Numerical Analysis of a 2D Plain Strain Model.

This volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modeling soil in different parts of the world. 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: 9783030019266$q(electronic bk.)

Standard No.: 10.1007/978-3-030-01926-6doiSubjects--Topical Terms:

196069
Earth sciences.

LC Class. No.: TA703.5

Dewey Class. No.: 624.151

Advances in numerical methods in geotechnical engineeringproceedings 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:03211nmm a2200337 a 4500 001 553146
003 DE-He213
005 20190529155151.0
006 m d
007 cr nn 008maaau
008 191111s2019 gw s 0 eng d
020 $a 9783030019266$q(electronic bk.)
020 $a 9783030019259$q(paper)
024 7 $a 10.1007/978-3-030-01926-6 $2 doi
035 $a 978-3-030-01926-6
040 $a GP $c GP
041 0 $a eng
050 4 $a TA703.5
072 7 $a RBGL $2 bicssc
072 7 $a SCI019000 $2 bisacsh
072 7 $a RB $2 thema
082 0 4 $a 624.151 $2 23
090 $a TA703.5 $b .G345 2018
111 2 $n (3rd : $d 1998 : $c Amsterdam, Netherlands) $3 194767
245 1 0 $a Advances in numerical methods in geotechnical engineering $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 Hany Shehata, Chandrakant S. Desai.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2019.
300 $a x, 209 p. : $b ill., digital ; $c 24 cm.
490 1 $a Sustainable civil infrastructures, $x 2366-3405
505 0 $a Numerical investigation of the frequency influence on soil characteristics during vibratory driving of tubular piles -- Critical state theory for sand with fines: A DEM perspective -- Modelling the liquefaction behaviour of Sydney sand and the link between static and cyclic instability -- Numerical stability analysis of the abutment dam slopes using the key group -- An Enhanced Solution For The Expansion of Cylindrical Cavities In Modified Cam Clay -- 2D Spatial Variability Analysis of Sugar Creek Embankment: Comparative Study -- The influence of Rayleigh coefficients on numerical calculation in specific dynamic problems- Numerical Assessment of Ain-Tinn Slope Stability in Mila Province (Algeria) -- Stochastic Modeling of the Spatial Variability of Soil -- 3D- analysis of piled raft under the action of vertical and earthquake loads -- Scaling factors for generating p-y curve for liquefied soils from its stress-strain behaviour -- Finite Element Analysis ofSub_Surface Settlements & Pile-Tunnel Interaction -- Evaluation of Design Parameters of Near Embankment Underground Tunnel Structure by Numerical Analysis of a 2D Plain Strain Model.
520 $a This volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modeling soil in different parts of the world. 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 Earth sciences. $3 196069
650 0 $a Geotechnical engineering. $3 678999
650 0 $a Engineering design. $3 190286
650 0 $a Engineering geology. $3 189505
650 0 $a Foundations. $3 189506
650 1 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 542182
650 2 4 $a Civil Engineering. $3 273741
650 2 4 $a Numerical Analysis. $3 275681
700 1 $a Shehata, Hany. $3 799393
700 1 $a Desai, Chandrakant S. $3 834265
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/10.1007/978-3-030-01926-6
950 $a Earth and Environmental Science (Springer-11646)