Coverart for item
The Resource Advances in Numerical Methods in Geotechnical Engineering : 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), Hany Shehata, Chandrakant S. Desai, editors

Advances in Numerical Methods in Geotechnical Engineering : 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), Hany Shehata, Chandrakant S. Desai, editors

Label
Advances in Numerical Methods in Geotechnical Engineering : 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)
Title
Advances in Numerical Methods in Geotechnical Engineering
Title remainder
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)
Statement of responsibility
Hany Shehata, Chandrakant S. Desai, editors
Creator
Contributor
Editor
Subject
Language
eng
Member of
Cataloging source
N$T
Dewey number
624.151
Index
no index present
LC call number
TA703.5
Literary form
non fiction
http://bibfra.me/vocab/lite/meetingDate
2018
http://bibfra.me/vocab/lite/meetingName
GeoMEast International Congress and Exhibition
Nature of contents
dictionaries
http://library.link/vocab/relatedWorkOrContributorDate
1936-
http://library.link/vocab/relatedWorkOrContributorName
  • Shehata, Hany Farouk
  • Desai, C. S.
Series statement
Sustainable civil infrastructures
http://library.link/vocab/subjectName
  • Earth sciences
  • Geotechnical engineering
  • Engineering design
  • Engineering geology
  • Foundations
Label
Advances in Numerical Methods in Geotechnical Engineering : 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), Hany Shehata, Chandrakant S. Desai, editors
Instantiates
Publication
Antecedent source
unknown
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • Intro; Contents; About the Editors; Constitutive Modeling of Geologic Materials and Interfaces: Significant for Geomechanics; Abstract; 1 Intruduction; 1.1 Objectives and Scope; 2 Constitutive Modeling- Brief History; 2.1 Hierarchical Single Surface (HISS) Plasticity; 2.2 Discontinuous Materials; 3 Disturbed State Concept (Dsc); 3.1 From Measurements, for Example; 3.2 Mathematical Expression for D; 3.3 DSC Equations; 3.4 Parameters; 4 Contacts: Interfaces and Joints; 4.1 Comments; 4.2 Validations and Applications; 4.3 Lime-Stabilized Collapsible Loess; 4.4 Overconsolidated Clays
  • 4.5 Sand-Steel Interfaces with Effect of Roughness4.6 Polymer Concrete-Sand Interfaces; 4.7 Softening and Volumetric Behavior of Rocks; 4.8 Liquefaction Analysis Using the DSC; 4.9 Dynamics of Laterally Loaded Piles; 4.10 Liquefaction Potential and Disturbance; 5 Conclusions; References; How to Improve Exchanges Between Academic Knowledge and Daily Practice?; Abstract; 1 Introduction; 2 Conclusions; Acknowledgments; References; Numerical Investigation of the Frequency Influence on Soil Characteristics During Vibratory Driving of Tubular Piles; Abstract; 1 Introduction
  • 2 Theoretical Background2.1 The Hypoplastic Material Model for Granular Materials; 2.2 The MMALE Numerical Approach; 2.3 Pile-Soil Interaction; 3 Numerical Model; 3.1 Description of the Model; 3.2 Validation Against Experimental Results; 3.3 Parametric Study; 4 Conclusions; Acknowledgments; References; Critical State Theory for Sand with Fines: A DEM Perspective; Abstract; 1 Introduction; 2 Methodology; 2.1 DEM Testing Program; 2.2 Contact Model and Input Parameters; 2.3 Numerical Stability of DEM Simulation; 3 Results; 3.1 Critical State Line for Sand with Fines Soils
  • 3.2 Critical State Line (CSL) Projecting Soil Behaviour3.3 Equivalent Granular Void Ratio e*; 3.4 Evaluation of the use of e*; 4 Conclusions; Acknowledgements; References; Modelling the Liquefaction Behaviour of Sydney Sand and the Link Between Static and Cyclic Instability; Abstract; 1 Introduction; 2 Materials; 3 Model Formulations and Calibrations; 3.1 Model Yield Function and Incremental Formulations; 3.2 Elastic Modulus; 3.3 Plastic Modulus; 3.4 Dilatancy; 3.5 Critical State Behaviour; 4 Results and Model Validations; 5 Conclusions; References
  • Stability and Reliability Analysis of the Slope of Haiqar Dam Supports Using Key Groups MethodAbstract; 1 Introduction; 2 Materials and Methods; 2.1 Topographical Features of Haiqer Dam; 2.2 Stability Analysis and Reliability of Slope of Walls and Abutments of Haiqer Dam; 2.2.1 Geometric-Geotechnical Modeling of Abutments of Haiqer Dam; 2.2.2 Determining Statistically Homogeneous Areas (The Structure); 2.2.3 Structural Factors; 2.2.4 Joints Logging; 2.2.5 Platting and Classification of Fractures; 2.3 Statistical Analysis of Fractures
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
online
Isbn
9783030019266
Level of compression
unknown
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
http://library.link/vocab/ext/overdrive/overdriveId
com.springer.onix.9783030019266
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • on1059513477
  • (OCoLC)1059513477
Label
Advances in Numerical Methods in Geotechnical Engineering : 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), Hany Shehata, Chandrakant S. Desai, editors
Publication
Antecedent source
unknown
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • Intro; Contents; About the Editors; Constitutive Modeling of Geologic Materials and Interfaces: Significant for Geomechanics; Abstract; 1 Intruduction; 1.1 Objectives and Scope; 2 Constitutive Modeling- Brief History; 2.1 Hierarchical Single Surface (HISS) Plasticity; 2.2 Discontinuous Materials; 3 Disturbed State Concept (Dsc); 3.1 From Measurements, for Example; 3.2 Mathematical Expression for D; 3.3 DSC Equations; 3.4 Parameters; 4 Contacts: Interfaces and Joints; 4.1 Comments; 4.2 Validations and Applications; 4.3 Lime-Stabilized Collapsible Loess; 4.4 Overconsolidated Clays
  • 4.5 Sand-Steel Interfaces with Effect of Roughness4.6 Polymer Concrete-Sand Interfaces; 4.7 Softening and Volumetric Behavior of Rocks; 4.8 Liquefaction Analysis Using the DSC; 4.9 Dynamics of Laterally Loaded Piles; 4.10 Liquefaction Potential and Disturbance; 5 Conclusions; References; How to Improve Exchanges Between Academic Knowledge and Daily Practice?; Abstract; 1 Introduction; 2 Conclusions; Acknowledgments; References; Numerical Investigation of the Frequency Influence on Soil Characteristics During Vibratory Driving of Tubular Piles; Abstract; 1 Introduction
  • 2 Theoretical Background2.1 The Hypoplastic Material Model for Granular Materials; 2.2 The MMALE Numerical Approach; 2.3 Pile-Soil Interaction; 3 Numerical Model; 3.1 Description of the Model; 3.2 Validation Against Experimental Results; 3.3 Parametric Study; 4 Conclusions; Acknowledgments; References; Critical State Theory for Sand with Fines: A DEM Perspective; Abstract; 1 Introduction; 2 Methodology; 2.1 DEM Testing Program; 2.2 Contact Model and Input Parameters; 2.3 Numerical Stability of DEM Simulation; 3 Results; 3.1 Critical State Line for Sand with Fines Soils
  • 3.2 Critical State Line (CSL) Projecting Soil Behaviour3.3 Equivalent Granular Void Ratio e*; 3.4 Evaluation of the use of e*; 4 Conclusions; Acknowledgements; References; Modelling the Liquefaction Behaviour of Sydney Sand and the Link Between Static and Cyclic Instability; Abstract; 1 Introduction; 2 Materials; 3 Model Formulations and Calibrations; 3.1 Model Yield Function and Incremental Formulations; 3.2 Elastic Modulus; 3.3 Plastic Modulus; 3.4 Dilatancy; 3.5 Critical State Behaviour; 4 Results and Model Validations; 5 Conclusions; References
  • Stability and Reliability Analysis of the Slope of Haiqar Dam Supports Using Key Groups MethodAbstract; 1 Introduction; 2 Materials and Methods; 2.1 Topographical Features of Haiqer Dam; 2.2 Stability Analysis and Reliability of Slope of Walls and Abutments of Haiqer Dam; 2.2.1 Geometric-Geotechnical Modeling of Abutments of Haiqer Dam; 2.2.2 Determining Statistically Homogeneous Areas (The Structure); 2.2.3 Structural Factors; 2.2.4 Joints Logging; 2.2.5 Platting and Classification of Fractures; 2.3 Statistical Analysis of Fractures
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
online
Isbn
9783030019266
Level of compression
unknown
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
http://library.link/vocab/ext/overdrive/overdriveId
com.springer.onix.9783030019266
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • on1059513477
  • (OCoLC)1059513477

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