SUPPORT VECTOR MACHINE AND GRANULAR COMPUTING BASED TIME SERIES VOLATILITY PREDICTION



Bearing Capacity of Single Pile-Friction Wheel Composite Foundation on Sand-over-Clay Deposit under V-H-M Combined Loadings

This paper presents numerical modelling to investigate the bearing capacities and failure mechanisms of single pile-friction wheel composite foundation in sand-overlying-clay soil conditions under combined V-H-M (vertical-horizontal-moment) loadings.A series of detailed numerical models, cirque colors hygge with validations of centrifuge testing re

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