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, with validations of centrifuge testing enforcer wave to open

Objective: We elucidated active cortical areas and their time courses during simple calculation by using whole-scalp magnetoencephalography.Methods: Twelve healthy volunteers were asked to view meaningless figures (figure viewing) or digits (digit viewing) and the gel bottle baby add single digits (calculation).The magnetic signals of the brain wer