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BL
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| Record Number
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859632
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| Main Entry
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GeoMEast International Congress and Exhibition(2nd :2018 :, Cairo, Egypt)
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| Title & Author
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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).
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| Publication Statement
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Cham :: Springer,, 2018.
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| Series Statement
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Sustainable civil infrastructures
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| Page. NO
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1 online resource
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| ISBN
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3030019446
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: 9783030019440
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3030019438
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9783030019433
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| Contents
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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.
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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.
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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.
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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.
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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.
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| Subject
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Civil engineering-- Environmental aspects, Congresses.
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Geotechnical engineering, Congresses.
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Materials science, Congresses.
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Sustainable development, Congresses.
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Sustainable engineering, Congresses.
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Civil engineering-- Environmental aspects.
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Civil engineering, surveying building.
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Economic geology.
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Geotechnical engineering.
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Materials science.
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Sustainable development.
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Sustainable engineering.
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TECHNOLOGY ENGINEERING-- Civil-- General.
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| Dewey Classification
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624.1/51
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| LC Classification
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TA703.G46 2018
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| Added Entry
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Giroud, J. P.
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Guler, Erol
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Meguid, Mohamed
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