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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Bibliografische gegevens
Coauteur: SpringerLink (Online service)
Andere auteurs: Jose, Babu T. (Redacteur), Sahoo, Dipak Kumar (Redacteur), Vanapalli, Sai K. (Redacteur), Solanki, Chandresh H. (Redacteur), Balan, K. (Redacteur), Pillai, Anitha G. (Redacteur)
Formaat: Elektronisch E-boek
Taal:Engels
Gepubliceerd in: Singapore : Springer Nature Singapore : Imprint: Springer, 2025.
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.