EK457
The lateral load capacity of a specific pile type can be most effectively increased by increasing the diameter, i.e., the stiffness and lateral-bearing area. Other steps are to improve the […]
EK455
A point of equilibrium, called the neutral plane, exists where the negative skin friction changes over into positive shaft resistance. This is where there is no relative movement between the […]
EK454
Influenced by consolidation induced by placement of fill and/or lowering of the water table, soils along the upper portion of a pile will tend to compress and move down relative […]
EK452
In loose sand, the group efficiency in compression exceeds unity, with the highest values occurring at a pile center to center spacing to diameter or width ratio of 2.
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 […]