Hi,
When an increase of 1/3 of the allowable capacity for short-term loads (earthquake, wind) is allowed, this increase can be applicable to both shallow and deep foundations? I normally see this increament applying for shallow foundations, but for piles, is this also applicable?
When an increase of 1/3 of the allowable capacity for short-term loads (earthquake, wind) is allowed, this increase can be applicable to both shallow and deep foundations? I normally see this increament applying for shallow foundations, but for piles, is this also applicable?
