Proceedings of the Indian Geotechnical Conference 2022 Volume 10 Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP) /
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 l...
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| Coauteur: | |
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| Andere auteurs: | , , , , , |
| Formaat: | Elektronisch E-boek |
| Taal: | Engels |
| Gepubliceerd in: |
Singapore :
Springer Nature Singapore : Imprint: Springer,
2025.
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| Editie: | 1st ed. 2025. |
| Reeks: | Lecture Notes in Civil Engineering,
538 |
| Onderwerpen: | |
| Online toegang: | https://doi.org/10.1007/978-981-97-6172-2 |
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Inhoudsopgave:
- Settlement of Existing Structure Due to Construction of aTunnel in Layered Soil
- Prediction of Hydraulic Conductivity Function Parameters of Slurries Using Hybrid Metaheuristics Approach
- Numerical Simulation of Triaxial Test to Study the Effect of Reinforcement in Enhancing the Shear Behaviour of Black Cotton Soil
- A Numerical Study on Rate-induced Strength Enhancement in Sand
- Dynamic Response Analysis of Ash Dyke and Evaluation of Different Construction Methods
- Analysis of Piles in Liquefied and Non-liquefied Sands due to Earthquake Vibrations Using Opensees
- Application of Genetic Programming in the Field of Geotechnical Engineering - A Review
- Effect of Sample Preparation Technique on Strain Localisation of Dense Sand under Biaxial Test Condition
- Application of Machine Learning in Prediction of Load Settlement Behavior of Piles Based on CPT Data
- Numerical Study of Granular Anchor Pile Subjected to Uplift Load
- Numerical Study on Sheet Pile Walls as Landslide Barrier
- Comparative Analysis of Settlement and Efficiencies of Pile Groups with Different Configurations using FEM
- Prediction of California Bearing Ratio (CBR) of Soils using AI-based Techniques
- Estimation of Heavy Compaction Parameters using Light Compaction Parameters of Granular Soil
- Comparative Study of Analytical and Numerical Modelling of Bearing Pressure of Shallow Foundation.