EK459
Batter piles in the center of a pile group are largely ineffective in resisting lateral loads.
EK458
Resistance of pile groups to lateral loads indicate that pile spacings less than about 8 pile diameters in the direction of loading reduce the soil modulus. The reduction factors are […]
EK456
Vertical pile resistance to lateral loads is a function of both the flexural stiffness of the pile, the stiffness of the bearing soil in the upper 4 diameter to 6 […]
EK180
The precast concrete floor or roof is analysed by considering the slab as a deep horizontal beam, analogous to a plate girder or beam containing chord elements. The stabilising cores, […]
EK51
Vertical pile resistance to lateral loads is a function of both the flexural stiffness of the shaft, the stiffness of the bearing soil in the upper 4D to 6D length […]