Titlebook: Soil Dynamics, Earthquake and Computational Geotechnical Engineering; Proceedings of the I Kasinathan Muthukkumaran,R. Ayothiraman,Sreevals

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Analytical and Numerical Modelling of Combined Pile-Raft Foundation for Tall Wind Turbine in Variou wind turbine construction to increase rapidly. The location of wind turbines is based on the higher energy production (i.e. wind speeds) and socio-environment issues. Hence, construction sites may not be favourable in terms of geotechnical demands. The use of taller towers facilitates the generatio

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Prediction of Strength Parameters of Fibre Reinforced Soil Using Machine Learning Algorithms,and post-failure behaviour. A variety of fibres are available commercially in the market with varying characteristics, which would give the desired outcome depending upon the application. Similarly, the performance of the improved ground relies on numerous soil-based parameters. The present study at

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,Influence of Inclined Loads on the Behaviour of Piles—A Numerical Study,ad results in a complex soil-pile interaction. A three-dimensional finite element analysis has been conducted in this study using PLAXIS 3D software on pile foundations under inclined loading conditions. The reliability of available soil model in PLAXIS 3D is validated by comparing the experimental

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Finite Element Modelling of Laboratory One-Dimensional Consolidation of Soft Clays,and recompression properties of clays. However, the deformation behaviour of clay is captured relatively well by modified cam clay. Validation of the material models and software tools which uses numerical analysis is very crucial before one use them to analyse field problems. A successful validatio

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