Psudostatic slope stability analyses on bedding planes
Psudostatic slope stability analyses on bedding planes
(OP)
Southern California grading codes often indicate that pseudostatic slope stability analyses need not to be performed on bedding sloping less than 12 degrees
e.g., h ttp://www. codepublis hing.com/c a/poway/Po way16/powa y1650.html see paragraph 16.50.0600 (but you will find it for ather jurisdiction, e.g., Orange County, Temecula, Los Angeles). Does anyone know what is the basis of such instruction; is there a published reference about this?
e.g., h





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