Increasing lateral bearing pressure
Posted 20 January 2012 - 06:18 PM
I am using lateral bearing pressure = 100psf/ft as minimum without soil report. But it's very small to design embedment of deep footing.
Can I apply CBC sec. 1086.3.3 to increase this value.
Thanks in advance.
Posted 20 January 2012 - 08:14 PM
Posted 20 January 2012 - 09:05 PM
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