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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| Meeting name: | GeoMEast International Congress and Exhibition (2nd : 2018 : Cairo, Egypt) |
|---|---|
| Imprint: | Cham : Springer, 2018. |
| Description: | 1 online resource |
| Language: | English |
| Series: | Sustainable civil infrastructures Sustainable civil infrastructures. |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11746445 |
Table of 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.