Allowable Pile Lateral Deflection
Allowable Pile Lateral Deflection
(OP)
Hello,
I need a reference on any international building code which specify the allowable pile lateral deflection against base shear, for highrise buildings.
Any input, suggestion will be appreciated
I need a reference on any international building code which specify the allowable pile lateral deflection against base shear, for highrise buildings.
Any input, suggestion will be appreciated





RE: Allowable Pile Lateral Deflection
RE: Allowable Pile Lateral Deflection
RE: Allowable Pile Lateral Deflection
Iam reviewing a foundation design for a 40 storey building in one site with 19m soft, underconsolidated soil at the upper part, in such that lateral capacity of pile dictates the required number of piles. This condition make me curious whether it is common to adopt larger lateral deflection than I normally use. Should there any body know about this, please share with me. Thank you.
RE: Allowable Pile Lateral Deflection
as far as the 'percentage of pile diameter' approach, i'd say it also depends on the pile type too.