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[Stability Check] Maximum soil contact pressure on Two Way Eccentricity case

thread193-473325

[Stability Check] Maximum soil contact pressure on Two Way Eccentricity case

[Stability Check] Maximum soil contact pressure on Two Way Eccentricity case

(OP)
Hello,

I'm a freshman in civil engineering.

I guess many of you have seen a diagram as shown below.

Which is used to indicate the ratio of Max pressure to average pressure for two way eccentricity case.

My question what's the reference source for this diagram?
I can't find it in ASCE and ACI code.

It will be greatly appreciated if you can teach the reference source for this.

XU

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