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. with validations of centrifuge testing results. are generated to explore the potential factors in... https://www.roneverhart.com/Jumbo-Wind-Gold-64-Parca-12-Ki-ilik-Yemek-Tak-m/
Bearing Capacity of Single Pile-Friction Wheel Composite Foundation on Sand-over-Clay Deposit under V-H-M Combined Loadings
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