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Irregular Shape Anchor in Cohesionless Soils.

Author: Hamed Niroumand
Publisher: Oxford : Elsevier Science, 2017.
Edition/Format:   eBook : Document : EnglishView all editions and formats
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Genre/Form: Electronic books
Additional Physical Format: Print version:
Niroumand, Hamed.
Irregular Shape Anchor in Cohesionless Soils.
Oxford : Elsevier Science, ©2017
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Hamed Niroumand
ISBN: 9780128095638 0128095636
OCLC Number: 1001376774
Notes: Analysis 8m.
Description: 1 online resource (164 pages)
Contents: Front Cover; Irregular Shape Anchor in Cohesionless Soils; Copyright; Dedication; Contents; List of Tables; List of Figures; About the Author; Notations; List of Appendices; Chapter 1: Introduction; 1.1. Introduction; Chapter 2: Literature Review; 2.1. Introduction; 2.2. Review of Previous Experimental Works; 2.2.1. Methods of Analysis in Anchor Plate; 2.2.2. Previous Experimental Works; 2.2.3. Recent Experimental Work; 2.2.4. Limitations of Experimental Work; 2.3. Preview of Previous Theoretical and Numerical Works; 2.3.1. Numerical Methods; 2.3.2. Recent Numerical Work. 2.3.3. Limitations of Numerical WorkChapter 3: Research Methodology; 3.1. Introduction; 3.2. Testing Program; 3.3. Chamber Box Arrangement; 3.4. Testing Procedure in Chamber Box; 3.5. Experimental Program; 3.5.1. Properties of Sand; 3.5.2. Irregular Shape Anchor Materials; 3.5.3. Chamber Box; 3.5.4. Failure Mechanism; 3.6. Breakout Factor; 3.7. Theoretical Analysis; Chapter 4: Experimental Results; 4.1. Introduction; 4.2. Irregular Shape Anchor in Chamber Box; 4.2.1. Irregular Shape Anchor in Chamber Box; 4.2.1.1. The Effect of Embedment Ratio; 4.2.1.2. The Effect of Sand Density. 4.2.1.3. Breakout Factor4.3. Failure Mechanism; 4.3.1. Failure Mechanism in Loose Sand; 4.3.2. Failure Mechanism in Dense Sand; 4.3.3. Summary of Failure Mechanism; Chapter 5: Comparison Between Existing Theories and Experimental Works; 5.1. Introduction; 5.2. Assumptions in Comparison Work; 5.3. Comparison of the Breakout Factor and Existing Theoretical Breakout Factor; 5.3.1. Comparison of the Breakout Factor and Existing Theoretical Breakout Factor in Loose Sand; 5.3.2. Comparison of the Breakout Factor and Existing Theoretical Breakout Factor in Dense Sand; Chapter 6: Conclusions. 6.1. Conclusions From the Research6.2. Suggestions for Future Research; References; Appendices; Appendix A: Properties of Shear Direct Test in Dense Sand; Settlement Vs Square Root Time; Shear Stress Vs Displacement; Change in Specimen Thickness Vs Displacement; Settlement Vs Square Root Time; Shear Stress Vs Displacement; Settlement Vs Square Root Time; Change in Specimen Thickness Vs Displacement; Shear Stress Vs Displacement; Change in Specimen Thickness Vs Displacement; Shear Stress Vs Displacement; Appendix B: Properties of Shear Direct Test in Loose Sand; Settlement Vs Square Root Time. Settlement Vs Square Root TimeSettlement Vs Square Root Time; Shear Stress Vs Displacement; Shear Stress Vs Displacement; Change in Specimen Thickness Vs Displacement; Settlement Vs Square Root Time; Shear Stress Vs Displacement; Change in Specimen Thickness Vs Displacement; Settlement Vs Square Root Time; Appendix C: Design and Modeling of Irregular Shape Anchor in CATIA; Analysis 4m; Static Case; Boundary Conditions; Singularity Computation; Constraint Computation; Direct Method Computation; Static Case Solution. 1-Deformed Mesh. 2; Static Case Solution. 1-Von Misses Stress (nodal values).2.

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