Dynamic Soil-Structure Interaction for Sustainable Infrastructures: 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) |
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| 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/11746061 |
Table of Contents:
- Intro; Contents; About the Editors; Effect of Embedment on Dynamic Response of Block Foundation Under Coupled Vibration; Abstract; 1 Introduction; 2 Experimentation; 3 Elastic Half-Space Theory; 4 Results and Discussions; 4.1 Effect of Excitation Force Level; 4.2 Effect of Embedment Depth; 5 Conclusions; References; The Liquefaction Potential of Sandy Silt Layers Using the Correlation Between Penetrometer Test and SPT Test; Abstract; 1 Introduction; 2 Methods Used in the Evaluation; 2.1 Correlation Method; 2.2 Correction of the obtained value; 2.3 Semi-empirical Methods of the Liquefaction
- 2.4 The Numerical Modeling3 Case Study; 3.1 Geological Framework; 3.2 The Region's Seismicity; 4 Results and Discussions; 4.1 The Correlation Comparison; 4.2 The Correction of the Obtained Value for Each Survey; 4.3 Validation and Verification by the Numerical Modelling; 5 Conclusions; References; Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building in a Weak Soil; Abstract; 1 Introduction; 2 Literature Survey; 3 Methodology; 4 Numerical Modeling; 5 Results; 6 Conclusions; 6.1 Displacements and Stresses; 6.2 Effect of Different Soil Type
- 6.3 Numerical Statistics and Economical AspectReferences; Lateral Resistance of Steel Pipe Pile with Wings by Static Cyclic Loading Tests; Abstract; 1 Introduction; 2 Lateral Loading Experiment; 2.1 Experiment Site; 2.2 Experiment Pile; 2.3 Loading Method; 3 Lateral Loading Experiment; 3.1 Pile Head Load Versus Reference Displacement; 3.2 Ground Deformation; 3.3 Properties of Bending Moment Distribution; 3.4 Subgrade Reaction of Pile Displacement at Ground Surface Position; 3.5 Effect of Pile Wings; 3.6 Effect of Wing Diameter Ratio; 3.7 Aging of Lateral Resistance of Pile After Installation
- 4 ConclusionsAcknowledgments; References; Reinforced Embankments on Soft Soil, Focus on Lateral Spreading; Abstract; 1 Introduction; 2 Large-Scale Model Tests; 3 Verification of the Model Test Results; 4 Parameter Study; 5 Comparison of Fem-Results with the Analytical Approach; 6 Modified Analytical Method; 7 Conclusion; References; Experimental Study on Lateral Resistance of Steel Pipe Pile with Wings Using the New Composite Geo-material with Magnesium Acrylate; Abstract; 1 Introduction; 2 Summary of the New Composite Geo-Material; 3 Laboratory Tests; 3.1 Unconfined Compression Test
- 3.2 Cyclic Simple Shear Test4 Results of Laboratory Tests; 4.1 Unconfined Compression Test; 4.2 Cyclic Simple Shear Test; 5 Static Cyclic Loading Tests in Actual Ground; 5.1 Experiment Site; 5.2 Experiment; 5.3 Loading Method; 6 Results of Static Cyclic Loading Tests in Actual Ground; 6.1 Pile Head Load vs. Reference Displacement; 6.2 Ground Deformation; 6.3 Characteristics of Bending Moment Distribution; 7 Conclusions; Acknowledgments; References; Vibration Isolation of Foundation Using Hdpe and Natural Geocells
- A Review; Abstract; 1 Introduction