Coverart for item
The Resource Advances in Geosynthetics 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)

Advances in Geosynthetics 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)

Label
Advances in Geosynthetics 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 Geosynthetics 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)
Creator
Contributor
Editor
Subject
Genre
Language
eng
Member of
Cataloging source
N$T
Dewey number
624.1/51
Index
no index present
LC call number
TA703
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/relatedWorkOrContributorName
  • Meguid, Mohamed
  • Guler, Erol
  • Giroud, J. P.
Series statement
Sustainable civil infrastructures
http://library.link/vocab/subjectName
  • Geotechnical engineering
  • Sustainable engineering
  • Sustainable development
  • Civil engineering
  • Materials science
Label
Advances in Geosynthetics 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)
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; Experimental and Numerical Modelling of a Reinforced Structure; Abstract; 1 Introduction; 2 Numerical Modeling; 3 Laboratory Modeling; 4 Conclusions; References; Employment of Sisal Natural Fibers as Soil Reinforcement; Abstract; 1 Introduction; 2 Methodology; 2.1 Grain Size Analysis; 2.2 Atterberg Limits; 2.3 Specific Gravity of Soil; 2.4 Sisal Specific Gravity; 2.5 Proctor Compaction Test; 2.6 California Bearing Ratio Test; 2.7 Simple Compression; 2.8 One-Dimensional Consolidation Test; 3 Results and Discussion; 3.1 Grain Size Analysis Test
  • 3.2 Atterberg Limits3.3 Specific Gravity of Soil; 3.4 Sisal Specific Gravity; 3.5 Proctor Compaction Test; 3.6 California Bearing Ratio Test; 3.7 Simple Compression; 3.8 One-Dimensional Consolidation Test; 4 Conclusions; Acknowledgements; References; Bearing Capacity of Surface Treated Coir Geotextile Reinforced Sand; Abstract; 1 Introduction; 2 Materials Used; 2.1 Sand; 2.2 Coir Geotextile; 2.3 Chemicals; 2.4 Surface Modification; 2.5 Stone Dust; 3 Methodology; 4 Results and Discussion; 4.1 Effect of Location of Coir Geotextile in Sand; 5 Conclusions; References
  • Load Carrying Capacity of Expansive Clay Beds Reinforced with Geogrid-Encased Granular Pile-AnchorsAbstract; 1 Introduction; 2 Experimental Program; 2.1 Test Materials; 2.2 Test Variables; 2.3 Compaction of Expansive Clay Bed; 2.4 Compaction of Expansive Clay Bed and GPA; 2.5 Compressive Load Tests; 2.6 Shear Parameters of Granular Pile-Clay Interface; 3 Discussion of Tests Results; 3.1 Compressive Load Response; 4 Conclusions; References; Ultimate Bearing Capacity Prediction of Eccentrically Loaded Rectangular Foundation on Reinforced Sand by ANN; Abstract; 1 Introduction
  • 2 Database and Preprocessing3 Results and Discussion; 4 Sensitivity Analysis; 5 Neural Interpretation Diagram (NID); 6 ANN Model Equation for the Reduction Factor Based on the Trained Neural Network; 7 Comparison with Developed Empirical Equation; 8 Conclusions; References; Rehabilitation of Canals with Watertight Geomembranes, in the Dry and Underwater; Abstract; 1 Introduction; 2 Design; 2.1 TUM Research; 2.2 Geomembrane Selection; 2.3 The Acting Loads and the Fastening Systems; 2.4 Drainage; 2.5 Sealing at Boundaries; 3 Case Histories; 3.1 Senhora Do Porto, Portugal 1994/1995
  • 3.2 Mittlerer Isar-Strogenbauwerk, Germany 20003.3 Tekapo, New Zealand 2013/2014; 4 Lining Canals Without Stopping the Water Flow; 5 Conclusions; References; Rehabilitation of Dams with Watertight Geomembranes, in the Dry and Underwater; Abstract; 1 Introduction; 2 Design Guidelines and Issues; 2.1 Geomembrane Selection; 2.2 Face Anchorage and Drainage; 2.3 Peripheral Sealing; 3 Full-Face Dry Applications; 3.1 Concrete Dams: Chambon, France; 3.2 Masonry Dams: Kadamparai, India; 3.3 Asphalt Concrete Facing Fill Dams: Morávka, Czech Republic; 3.4 Fill Dams: Vaité, Tahiti, French Polynesia
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
online
Isbn
9783030019440
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.9783030019440
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • on1059513359
  • (OCoLC)1059513359
Label
Advances in Geosynthetics 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)
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; Experimental and Numerical Modelling of a Reinforced Structure; Abstract; 1 Introduction; 2 Numerical Modeling; 3 Laboratory Modeling; 4 Conclusions; References; Employment of Sisal Natural Fibers as Soil Reinforcement; Abstract; 1 Introduction; 2 Methodology; 2.1 Grain Size Analysis; 2.2 Atterberg Limits; 2.3 Specific Gravity of Soil; 2.4 Sisal Specific Gravity; 2.5 Proctor Compaction Test; 2.6 California Bearing Ratio Test; 2.7 Simple Compression; 2.8 One-Dimensional Consolidation Test; 3 Results and Discussion; 3.1 Grain Size Analysis Test
  • 3.2 Atterberg Limits3.3 Specific Gravity of Soil; 3.4 Sisal Specific Gravity; 3.5 Proctor Compaction Test; 3.6 California Bearing Ratio Test; 3.7 Simple Compression; 3.8 One-Dimensional Consolidation Test; 4 Conclusions; Acknowledgements; References; Bearing Capacity of Surface Treated Coir Geotextile Reinforced Sand; Abstract; 1 Introduction; 2 Materials Used; 2.1 Sand; 2.2 Coir Geotextile; 2.3 Chemicals; 2.4 Surface Modification; 2.5 Stone Dust; 3 Methodology; 4 Results and Discussion; 4.1 Effect of Location of Coir Geotextile in Sand; 5 Conclusions; References
  • Load Carrying Capacity of Expansive Clay Beds Reinforced with Geogrid-Encased Granular Pile-AnchorsAbstract; 1 Introduction; 2 Experimental Program; 2.1 Test Materials; 2.2 Test Variables; 2.3 Compaction of Expansive Clay Bed; 2.4 Compaction of Expansive Clay Bed and GPA; 2.5 Compressive Load Tests; 2.6 Shear Parameters of Granular Pile-Clay Interface; 3 Discussion of Tests Results; 3.1 Compressive Load Response; 4 Conclusions; References; Ultimate Bearing Capacity Prediction of Eccentrically Loaded Rectangular Foundation on Reinforced Sand by ANN; Abstract; 1 Introduction
  • 2 Database and Preprocessing3 Results and Discussion; 4 Sensitivity Analysis; 5 Neural Interpretation Diagram (NID); 6 ANN Model Equation for the Reduction Factor Based on the Trained Neural Network; 7 Comparison with Developed Empirical Equation; 8 Conclusions; References; Rehabilitation of Canals with Watertight Geomembranes, in the Dry and Underwater; Abstract; 1 Introduction; 2 Design; 2.1 TUM Research; 2.2 Geomembrane Selection; 2.3 The Acting Loads and the Fastening Systems; 2.4 Drainage; 2.5 Sealing at Boundaries; 3 Case Histories; 3.1 Senhora Do Porto, Portugal 1994/1995
  • 3.2 Mittlerer Isar-Strogenbauwerk, Germany 20003.3 Tekapo, New Zealand 2013/2014; 4 Lining Canals Without Stopping the Water Flow; 5 Conclusions; References; Rehabilitation of Dams with Watertight Geomembranes, in the Dry and Underwater; Abstract; 1 Introduction; 2 Design Guidelines and Issues; 2.1 Geomembrane Selection; 2.2 Face Anchorage and Drainage; 2.3 Peripheral Sealing; 3 Full-Face Dry Applications; 3.1 Concrete Dams: Chambon, France; 3.2 Masonry Dams: Kadamparai, India; 3.3 Asphalt Concrete Facing Fill Dams: Morávka, Czech Republic; 3.4 Fill Dams: Vaité, Tahiti, French Polynesia
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
online
Isbn
9783030019440
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.9783030019440
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • on1059513359
  • (OCoLC)1059513359

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