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Seismic SLope Stability MCE vs. MPE

Seismic SLope Stability MCE vs. MPE

Seismic SLope Stability MCE vs. MPE

(OP)
Can anyone provide any guidance on design procedure differences between a Maximum Credible Earthquake and Maximum Probable Earthquake.  The california reg's distinguish the 2, but provide no design guidance for either as far as I can tell.

RE: Seismic SLope Stability MCE vs. MPE


Check the vulcanhammer website, with all USACE publications, especially the one on soil dynamics.

Also, check Geotechnical Earthquake Enginnering from Kramer.

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