Proceedings of the Indian Geotechnical Conference 2022 Volume 2 [E-Book] : Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP) / edited by Babu T. Jose, Dipak Kumar Sahoo, Eun Chul Shin, Deepankar Choudhury, Anil Joseph, Rahul R. Pai.
This book comprises the select proceedings of the Indian Geotechnical Conference (IGC) 2022. The contents focus on recent developments in geotechnical engineering for a sustainable world. The book covers behaviour of soils and soil-structure interaction, soil stabilization, ground improvement and la...
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| Personal Name(s): | Choudhury, Deepankar, editor |
| Jose, Babu T., editor / Joseph, Anil, editor / Pai, Rahul R., editor / Sahoo, Dipak Kumar, editor / Shin, Eun Chul, editor | |
| Edition: |
1st edition 2024. |
| Imprint: |
Singapore :
Springer,
2024
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| Physical Description: |
XIII, 383 pages 238 illustrations, 164 illustrations in color (online resource) |
| Note: |
englisch |
| ISBN: |
9789819717415 |
| DOI: |
10.1007/978-981-97-1741-5 |
| Series Title: |
Lecture Notes in Civil Engineering ;
477 |
| Subject (LOC): |
- Bearing Pressure of Foundation on Strong Layer Overlying Weak Clay Accounting for Compressibility
- Interaction Effects for Large Piled Rafts in Clay Soil
- Analysis of Vertically Loaded Pile Raft Foundation on Cohesionless Soil Using Abaqus
- Undrained Bearing Pressure of Desiccated Nonhomogeneous Ground Accounting for Compressibility
- Pile Termination Criteria for Rock Socketed Piles in Chennai Metro Project
- Assessment of Predictive Equations of Extents of Failure Zone in Sand Beneath the Cutting Edge of Open Caisson Using Image Analysis
- Analysis of Settlement Profiles of Shallow Strip Footings Resting on Geosynthetic-Reinforced Sands
- Group Efficiency Ratio of Pile Groups Subjected to Harmonic Vibration
- Effect of Fin Inclination on Different Shapes of Fin under Axial Load
- Undrained Uplift Capacity of Under-reamed Pile in Layered Clays
- A Review of the Design and Axial Capacity Calculation Practices for Helical Piles
- Connected Versus Disconnected Piled Raft Systems: A Comparative Experimental Assessment
- Study on Mechanism of Load Transfer in Pile-raft Foundation
- Behaviour of Soil in Owt Monopile Foundation Subjected to Torsion
- Evaluation of Nonlinear Load Sharing Ratio of Pile and Raft in Piled Raft Foundation in Cohesionless Soil.