Does anybody have soil stiffness values for different soil types and bedrock (sandstone, claystone, etc.) that can be used in lateral load analysis of foundations?
Using what design approach? What foundation type? Kind of structure?
Please see FAQ731-376 for great suggestions on how to make the best use of Eng-Tips Fora. See faq158-922 for recommendations regarding the question, "How Do You Evaluate Fill Settlement Beneath Structures?"