語系:
繁體中文
English
說明(常見問題)
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
Holistic Simulation of Geotechnical ...
~
Triantafyllidis, Th.
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.
面頁冊數:
VIII, 250 p. 141 illus., 114 illus. in color.online resource. :
Contained By:
Springer Nature eBook
標題:
Engineering geology. -
電子資源:
https://doi.org/10.1007/978-3-319-18170-7
ISBN:
9783319181707
Holistic Simulation of Geotechnical Installation Processes = Numerical and Physical Modelling /
Holistic Simulation of Geotechnical Installation Processes
Numerical and Physical Modelling /[electronic resource] :edited by Th. Triantafyllidis. - 1st ed. 2015. - VIII, 250 p. 141 illus., 114 illus. in color.online resource. - Lecture Notes in Applied and Computational Mechanics,771613-7736 ;. - Lecture Notes in Applied and Computational Mechanics,75.
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
Standard No.: 10.1007/978-3-319-18170-7doiSubjects--Topical Terms:
558458
Engineering geology.
LC Class. No.: TA703-705.4
Dewey Class. No.: 624.15
Holistic Simulation of Geotechnical Installation Processes = Numerical and Physical Modelling /
LDR
:03924nam a22004335i 4500
001
970537
003
DE-He213
005
20200704181207.0
007
cr nn 008mamaa
008
201211s2015 gw | s |||| 0|eng d
020
$a
9783319181707
$9
978-3-319-18170-7
024
7
$a
10.1007/978-3-319-18170-7
$2
doi
035
$a
978-3-319-18170-7
050
4
$a
TA703-705.4
050
4
$a
TA775-787
072
7
$a
RBP
$2
bicssc
072
7
$a
SCI042000
$2
bisacsh
072
7
$a
RBP
$2
thema
072
7
$a
RBGK
$2
thema
082
0 4
$a
624.15
$2
23
245
1 0
$a
Holistic Simulation of Geotechnical Installation Processes
$h
[electronic resource] :
$b
Numerical and Physical Modelling /
$c
edited by Th. Triantafyllidis.
250
$a
1st ed. 2015.
264
1
$a
Cham :
$b
Springer International Publishing :
$b
Imprint: Springer,
$c
2015.
300
$a
VIII, 250 p. 141 illus., 114 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
Lecture Notes in Applied and Computational Mechanics,
$x
1613-7736 ;
$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
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
Geotechnical engineering.
$3
1024219
650
0
$a
Mechanics.
$3
527684
650
0
$a
Mechanics, Applied.
$3
596630
650
1 4
$a
Geoengineering, Foundations, Hydraulics.
$3
768429
650
2 4
$a
Geotechnical Engineering & Applied Earth Sciences.
$3
815187
650
2 4
$a
Solid Mechanics.
$3
1211586
700
1
$a
Triantafyllidis, Th.
$e
editor.
$4
edt
$4
http://id.loc.gov/vocabulary/relators/edt
$3
1266089
710
2
$a
SpringerLink (Online service)
$3
593884
773
0
$t
Springer Nature eBook
776
0 8
$i
Printed edition:
$z
9783319181714
776
0 8
$i
Printed edition:
$z
9783319181691
776
0 8
$i
Printed edition:
$z
9783319387017
830
0
$a
Lecture Notes in Applied and Computational Mechanics,
$x
1613-7736 ;
$v
75
$3
1255102
856
4 0
$u
https://doi.org/10.1007/978-3-319-18170-7
912
$a
ZDB-2-ENG
912
$a
ZDB-2-SXE
950
$a
Engineering (SpringerNature-11647)
950
$a
Engineering (R0) (SpringerNature-43712)
筆 0 讀者評論
多媒體
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼[密碼必須為2種組合(英文和數字)及長度為10碼以上]
登入