Minimum Pile Spacing Before Group Effect on Lateral Capacity
Minimum Pile Spacing Before Group Effect on Lateral Capacity
(OP)
What are you geotechs using for the minimum pile spacing before group effect needs to be considered for lateral load capacity for drilled shaft groups? I have seen 6D.
For Auger Cast Pile groups? (may be less due to the auger providing lateral support??)
For Auger Cast Pile groups? (may be less due to the auger providing lateral support??)





RE: Minimum Pile Spacing Before Group Effect on Lateral Capacity
and
http://www.asce-sf.org/downloads/clay_analysis.pdf
www.SlideRuleEra.net
RE: Minimum Pile Spacing Before Group Effect on Lateral Capacity
RE: Minimum Pile Spacing Before Group Effect on Lateral Capacity