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Table of Contents
Intro
Contents
About the Editors
Investigation on Influence of Embedment Depth of Shallow Foundation on Seismic Response of Building Considering Soil-Structure Interaction
1 Introduction
2 Experimental Study
2.1 Prototype and Shake Table Characteristics
2.2 Scaling Ratio and Model
2.3 Input Ground Motions
2.4 Instrumentation
2.5 Testing Procedure
3 Results and Discussion
4 Summary and Conclusions
References
Evaluation of Dynamic Properties of MICP-Treated Ennore Sand Through Bender Element Test
1 Introduction
2 Materials and Methods
3 Microbial Culture
4 Methodology
4.1 Preparation of Bio-Cemented Sand Specimens
4.2 Determination of Percentage of Calcium Carbonate
4.3 Details of Bender Element Test
5 Results and Discussions
5.1 Microstructure Analysis
5.2 Variation of Dry Density and CaCO3
5.3 Low-Strain Shear Wave Velocity of Bio-Cemented Sand
6 Summary and Conclusions
References
Seismic Site Characterization and Ground Response Analysis of Railway Line on Eastern Dedicated Freight Corridor
1 Introduction
2 Study Area Details
3 Correlation Between SPT-N and VS
4 Seismic Site Characterization
5 Ground Response Analysis
6 Conclusions
References
Earthquake-Induced Damage Assessment of Coal Mine Overburden Dump Slope Using Extended Finite Element Method Coupled with Voronoi Tessellation Scheme
1 Introduction
2 Theoretical Background of XFEM
3 Material Properties of the OB Dump Model
4 Coal Mine OB Dump Model Based on XFEM-Coupled Voronoi Tessellation Scheme
5 Results and Discussions
5.1 Amplification Ratio at Key Points of the OB Dump
5.2 Permanent Deformation at Key Points of the OB Dump Slope
6 Conclusions
2.1 Finite Element Analysis and Design of I-Girder
3 Result and Discussion
3.1 Cost of I-Girder for 20, 30 and 40 m Spans
3.2 Cost of 120 m Elevated Viaduct
4 Conclusion
References
Effect of Saturated Porous Soil Medium on Seismic Wave Propagation
1 Introduction
2 Governing Equations
3 Nerical Modeling
3.1 Model Description
4 Results and Discussion
4.1 Verification
4.2 Dry and Wet Models' Comparison in a 1D Soil Column
4.3 2D Idealized Embankment Geometry
5 Conclusions
References
Formulation of Response Reduction Factor for Wall-Type Bridge Piers
Contents
About the Editors
Investigation on Influence of Embedment Depth of Shallow Foundation on Seismic Response of Building Considering Soil-Structure Interaction
1 Introduction
2 Experimental Study
2.1 Prototype and Shake Table Characteristics
2.2 Scaling Ratio and Model
2.3 Input Ground Motions
2.4 Instrumentation
2.5 Testing Procedure
3 Results and Discussion
4 Summary and Conclusions
References
Evaluation of Dynamic Properties of MICP-Treated Ennore Sand Through Bender Element Test
1 Introduction
2 Materials and Methods
3 Microbial Culture
4 Methodology
4.1 Preparation of Bio-Cemented Sand Specimens
4.2 Determination of Percentage of Calcium Carbonate
4.3 Details of Bender Element Test
5 Results and Discussions
5.1 Microstructure Analysis
5.2 Variation of Dry Density and CaCO3
5.3 Low-Strain Shear Wave Velocity of Bio-Cemented Sand
6 Summary and Conclusions
References
Seismic Site Characterization and Ground Response Analysis of Railway Line on Eastern Dedicated Freight Corridor
1 Introduction
2 Study Area Details
3 Correlation Between SPT-N and VS
4 Seismic Site Characterization
5 Ground Response Analysis
6 Conclusions
References
Earthquake-Induced Damage Assessment of Coal Mine Overburden Dump Slope Using Extended Finite Element Method Coupled with Voronoi Tessellation Scheme
1 Introduction
2 Theoretical Background of XFEM
3 Material Properties of the OB Dump Model
4 Coal Mine OB Dump Model Based on XFEM-Coupled Voronoi Tessellation Scheme
5 Results and Discussions
5.1 Amplification Ratio at Key Points of the OB Dump
5.2 Permanent Deformation at Key Points of the OB Dump Slope
6 Conclusions
2.1 Finite Element Analysis and Design of I-Girder
3 Result and Discussion
3.1 Cost of I-Girder for 20, 30 and 40 m Spans
3.2 Cost of 120 m Elevated Viaduct
4 Conclusion
References
Effect of Saturated Porous Soil Medium on Seismic Wave Propagation
1 Introduction
2 Governing Equations
3 Nerical Modeling
3.1 Model Description
4 Results and Discussion
4.1 Verification
4.2 Dry and Wet Models' Comparison in a 1D Soil Column
4.3 2D Idealized Embankment Geometry
5 Conclusions
References
Formulation of Response Reduction Factor for Wall-Type Bridge Piers