東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Holistic simulation of geotechnical ...

Triantafyllidis, Th.

FindBook

Google Book

Amazon

博客來

Holistic simulation of geotechnical installation processes = numerical and physical modelling /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Holistic simulation of geotechnical installation processes/ edited by Th. Triantafyllidis.
其他題名:	numerical and physical modelling /
其他作者:	Triantafyllidis, Th.
出版者:	Cham :Springer International Publishing : : 2015.,
面頁冊數:	viii, 250 p. :ill., digital ;24 cm.
內容註:	Effects of Soil Deposition on the Initial Stress State in Model Tests Experimental Results and FE Simulation -- Demonstrator Experiments on Significant Effects During Pile Installation -- On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips -- Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation -- Vibro-Injection Pile Installation in Sand: Part I - Interpretation as Multi-Material Flow -- Vibro-Injection Pile Installation in Sand: Part II - Numerical and Experimental Investigation -- Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe -- A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids -- Neohypoplasticity - Estimation of Small Strain Stiffness -- Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements -- Simulation of Soils under Rapid Cyclic Loading Conditions -- Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes.
Contained By:	Springer eBooks
標題:	Geotechnical engineering. -
電子資源:	http://dx.doi.org/10.1007/978-3-319-18170-7
ISBN:	9783319181707 (electronic bk.)

Holistic simulation of geotechnical installation processes = numerical and physical modelling /
Holistic simulation of geotechnical installation processesnumerical and physical modelling /[electronic resource] :edited by Th. Triantafyllidis. - Cham :Springer International Publishing :2015. - viii, 250 p. :ill., digital ;24 cm. - Lecture notes in applied and computational mechanics,v.771613-7736 ;. - Lecture notes in applied and computational mechanics ;v.61..

Effects of Soil Deposition on the Initial Stress State in Model Tests Experimental Results and FE Simulation -- Demonstrator Experiments on Significant Effects During Pile Installation -- On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips -- Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation -- Vibro-Injection Pile Installation in Sand: Part I - Interpretation as Multi-Material Flow -- Vibro-Injection Pile Installation in Sand: Part II - Numerical and Experimental Investigation -- Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe -- A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids -- Neohypoplasticity - Estimation of Small Strain Stiffness -- Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements -- Simulation of Soils under Rapid Cyclic Loading Conditions -- Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes.

The book provides suitable methods for the simulations of boundary value problems of geotechnical installation processes with reliable prediction for the deformation behavior of structures in static or dynamic interaction with the soil. It summarizes the basic research of a research group from scientists dealing with constitutive relations of soils and their implementations as well as contact element formulations in FE-codes. Numerical and physical experiments are presented providing benchmarks for future developments in this field. Boundary value problems have been formulated and solved with the developed tools in order to show the effectivity of the methods. Parametric studies of geotechnical installation processes in order to identify the governing parameters for the optimization of the process are given in such a way that the findings can be recommended to practice for further use. For many design engineers in practice the assessment of the serviceability of nearby structures due to geotechnical installation processes is a very challenging task. Some hints about possible effects and their consideration are given in this book which may provide a help for such estimations which are still not possible to be given in a satisfactory manner.

ISBN: 9783319181707 (electronic bk.)

Standard No.: 10.1007/978-3-319-18170-7doiSubjects--Topical Terms:

2058689
Geotechnical engineering.

LC Class. No.: TA705

Dewey Class. No.: 624.151

Holistic simulation of geotechnical installation processes = numerical and physical modelling /
LDR:03480nam a2200337 a 4500 001 2007655
003 DE-He213
005 20160120161452.0
006 m d
007 cr nn 008maaau
008 160219s2015 gw s 0 eng d
020 $a 9783319181707 (electronic bk.)
020 $a 9783319181691 (paper)
024 7 $a 10.1007/978-3-319-18170-7 $2 doi
035 $a 978-3-319-18170-7
040 $a GP $c GP
041 0 $a eng
050 4 $a TA705
072 7 $a RBP $2 bicssc
072 7 $a RBGK $2 bicssc
072 7 $a SCI042000 $2 bisacsh
082 0 4 $a 624.151 $2 23
090 $a TA705 $b .H732 2015
245 0 0 $a Holistic simulation of geotechnical installation processes $h [electronic resource] : $b numerical and physical modelling / $c edited by Th. Triantafyllidis.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2015.
300 $a viii, 250 p. : $b ill., digital ; $c 24 cm.
490 1 $a Lecture notes in applied and computational mechanics, $x 1613-7736 ; $v v.77
505 0 $a Effects of Soil Deposition on the Initial Stress State in Model Tests Experimental Results and FE Simulation -- Demonstrator Experiments on Significant Effects During Pile Installation -- On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips -- Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation -- Vibro-Injection Pile Installation in Sand: Part I - Interpretation as Multi-Material Flow -- Vibro-Injection Pile Installation in Sand: Part II - Numerical and Experimental Investigation -- Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe -- A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids -- Neohypoplasticity - Estimation of Small Strain Stiffness -- Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements -- Simulation of Soils under Rapid Cyclic Loading Conditions -- Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes.
520 $a The book provides suitable methods for the simulations of boundary value problems of geotechnical installation processes with reliable prediction for the deformation behavior of structures in static or dynamic interaction with the soil. It summarizes the basic research of a research group from scientists dealing with constitutive relations of soils and their implementations as well as contact element formulations in FE-codes. Numerical and physical experiments are presented providing benchmarks for future developments in this field. Boundary value problems have been formulated and solved with the developed tools in order to show the effectivity of the methods. Parametric studies of geotechnical installation processes in order to identify the governing parameters for the optimization of the process are given in such a way that the findings can be recommended to practice for further use. For many design engineers in practice the assessment of the serviceability of nearby structures due to geotechnical installation processes is a very challenging task. Some hints about possible effects and their consideration are given in this book which may provide a help for such estimations which are still not possible to be given in a satisfactory manner.
650 0 $a Geotechnical engineering. $3 2058689
650 0 $a Deformations (Mechanics) $3 553107
650 1 4 $a Engineering. $3 586835
650 2 4 $a Geoengineering, Foundations, Hydraulics. $3 1001783
650 2 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 1565915
650 2 4 $a Continuum Mechanics and Mechanics of Materials. $3 890989
700 1 $a Triantafyllidis, Th. $3 2156582
710 2 $a SpringerLink (Online service) $3 836513
773 0 $t Springer eBooks
830 0 $a Lecture notes in applied and computational mechanics ; $v v.61. $3 1566543
856 4 0 $u http://dx.doi.org/10.1007/978-3-319-18170-7
950 $a Engineering (Springer-11647)