Buch, Englisch, Band 295, 322 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 731 g
Proceedings of the Indian Geotechnical Conference 2021 Volume 2
Buch, Englisch, Band 295, 322 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 731 g
Reihe: Lecture Notes in Civil Engineering
ISBN: 978-981-19-6358-2
Verlag: Springer Nature Singapore
Zielgruppe
Research
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Chapter 1. Analysis and Design of Foundation System for the Horizontal Solar Axis Tracker.- Chapter 2. Bidirectional and Conventional Static Load Test on Bored Piles in Soil: A Field Comparison.- Chapter 3. The Ultimate Bearing Capacity of Ring Footing with Inclined Base.- Chapter 4. Comparative Study of Geotechnical Design of Foundations as per Indian Standards & Eurocode 7.- Chapter 5. Parametric Study of the Behavior of Large Piled Raft Foundation on Stiff Clay.- Chapter 6. Estimation of shaft-base initial stiffness and ultimate resistance of O-cell piles.- Chapter 7. A Numerical Study of Performance of Large Piled Raft Foundation on Sand under Vertical Loading.- Chapter 8. Effect of Compressibility on Bearing Pressure of Soft Ground.- Chapter 9. Raft Foundation Analysis for a 135-m High-Rise Residential Tower in Noida.- Chapter 10. Model Study on Single Pile Subjected To Axial and Inclined Load Embedded In Contaminated Soil.- Chapter 11. Behaviour of Combined Piled-Raft Foundation under Eccentric Loading.- Chapter 12. Shape Optimization of Onshore Wind Turbine Foundations.- Chapter 13. Analysis of Load Distribution Coefficient of Piled Raft System: A Numerical Approach.- Chapter 14. Effect of Slope Inclination on V-H and V-M Capacity Envelope of Strip Foundation on Undrained Clay Slope.- Chapter 15. Wind Turbine Foundation Using PHC Piles in Problematic Soil.- Chapter 16. Effect of Super Structural Symmetry on Pile Foundations under Pseudo-Static Loading.- Chapter 17. Behavior of Pile in Sloped Grounds Under The Influence of Surcharge Loads.- Chapter 18. Influence of Flexural Rigidity of Footing and Shear Strength of Supporting Soil on Internal Stresses in Foundation.- Chapter 19. Influence of oil spill on the Load-Settlement Behaviour of Footings of Adjacent Structures.- Chapter 20. Behavior of Vertical and Battered Piles under Combined Axial and Lateral Load.- Chapter 21. Footing Resting on Clayey Slopes.- Chapter 22. A comparison of solutions of laterally-loaded long piles using subgrade modulus approach.- Chapter 23. An Overview of Large Capacity Pile Load Test: A Case study.- Chapter 24. Influence of Soil Cover on Lateral Response of Rock-Socketed Piles.- Chapter 25. Analysis of Foundation System of the Taj Mahal.- Chapter 26. Heritage Impact Assessment of the Subordinate Court Complex near the David Yale and Joseph Hyner’s Tomb.- Chapter 27. Numerical Investigation on the Influence of Different Parameters on a Vegetated Slope - A Case Study.- Chapter 28. A Geotechnical Study on Failed Base Slab of Molasses Tank.- Chapter 29. Geotechnical Design and Execution of Driven Spun Piles in Estuarine Geology.