| Description |
1 online resource (421 pages) |
| Series |
Lecture Notes in Civil Engineering ; v. 119 |
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Lecture notes in civil engineering ; v. 119.
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| Contents |
Intro -- Preface -- Acknowledgements -- Contents -- About the Editors -- Dynamic Soil Properties of Enzymatic Cement-Stabilised Clay -- 1 Introduction -- 2 Experimental Program -- 2.1 Cyclic Triaxial Testing Details -- 3 Results and Discussion -- 3.1 Effect on Shear Modulus -- 3.2 Effect on Damping Ratio -- 3.3 Effect on Pore Pressure Ratio -- 4 Stabilising Mechanism of Enzymatic Cement-Soil -- 5 Conclusions -- References -- Effect of Fines Content on Dynamic Properties of Sand Using Bender Element -- 1 Introduction -- 2 Testing of Specimens -- 3 Sample Preparation and Tests |
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4 Results and Discussion -- 5 Effect of Fines Content on Shear Wave Velocity (Vs) and Small Strain Shear Modulus (Gmax) -- 6 Effect of Confining Pressure and Relative Density on Vs and Gmax -- 7 Correlation of Vs and Gmax with Void Ratio -- 8 Effect of Confining Pressure on Parameter a and N -- 9 Validation of Results -- 10 Conclusion -- References -- Dynamic Pore Pressure Responses of Sand-Rubber Tire Shred Mixtures from Cyclic Simple Shear and Cyclic Triaxial Tests -- 1 Introduction -- 2 Materials and Test Methodology -- 2.1 Materials -- 3 Test Methodology and Program |
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4 Results and Discussion -- 5 Conclusions -- References -- Calibration Exercise of Fixed-Free Resonant Column Apparatus -- 1 Introduction -- 2 Basic Features of Resonant Column Apparatus -- 3 Calibration Exercise and Validation -- 4 Conclusion -- References -- Investigation of Dynamic Response of Rubber Tire Chips for Geotechnical Applications -- 1 Introduction -- 2 Materials, Experimental Program, and Methodology -- 2.1 Material Used -- 2.2 Experimental Program and Methodology -- 3 Results and Discussion -- 3.1 Dynamic Properties -- 4 Conclusions -- References |
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Implications of On-Sample LVDTs in Cyclic Triaxial Test to Measure Small-Strain Shear Modulus -- 1 Introduction -- 2 Experimental Investigation -- 3 Results and Discussions -- 3.1 Results Based on Resonant Column Tests -- 3.2 Results Based on On-Sample LVDTs -- 3.3 Results Based on Bender Element Tests -- 3.4 Combined Results from Resonant Column Tests and On-Sample LVDTs -- 4 Final Remarks and Conclusions -- References -- Use of Biosensors for Assessing Soil Stabilization with MICP-A Review -- 1 Introduction -- 2 Materials and Methodology -- 2.1 Cement -- 2.2 Lime |
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2.3 Different Types of Bio-enzymes -- 3 Calcium Carbonate Precipitates -- 3.1 Microorganisms -- 4 Biosensors -- 5 Conclusion -- References -- Geotechnical Properties of Lunar Soil Simulantions -- 1 Introduction -- 2 Sample Preparation -- 3 Tests on Samples -- 3.1 Geotechnical Properties -- 4 Results and Discussions -- 5 Conclusion -- References -- Dynamic Characterization of Sand of Indo-Bangla Border for Seismic Design -- 1 Introduction -- 2 Seismological Overview of Indo-Bangla Region -- 3 Laboratory Investigation -- 3.1 Sample Preparation -- 3.2 Evaluation of Static Parameters -- 3.3 Evaluation of Dynamic Parameters |
| Summary |
This volume presents select papers presented at the 7th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. The papers discuss advances in the fields of soil dynamics and geotechnical earthquake engineering. A strong emphasis is placed on connecting academic research and field practice, with many examples, case studies, best practices, and discussions on performance based design. This volume will be of interest to researchers and practicing engineers alike |
| Notes |
"7th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics July 12-15, 2021 (Online mode)"--Conference website |
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Print version record |
| Subject |
Soil dynamics -- Congresses
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|
Soil dynamics
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| Genre/Form |
proceedings (reports)
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Conference papers and proceedings
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Conference papers and proceedings.
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Actes de congrès.
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| Form |
Electronic book
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| Author |
Sitharam, T. G., 1961-
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Dinesh, S. V
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Jakka, Ravi
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| ISBN |
9789813340015 |
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9813340010 |
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