Mccoy
I was wondering if the MLR models for predicting ground displacements would cover as low as S = 0.01%. Otherwise, from my knowledge, a flat surface would fall on ground oscillation behavior
Thanks for the reference, I will look that up.
I'll try to explain: urban setting with an almost flat surface. A 1 m non-liquefied sandy silt layer is assumed to slide during the liquefaction of a loose sand layer 5 m deep. I am using a PGA of 0.528g.
Hello.
What is the minimum slope limit for lateral spreading to occur? The MLR by Bartlett and Youd (1993, 2002) gives limits at 1% m while some other publications have limits are at 0.25%.
The site in my analysis has a slope of 0.01% very far from any body of water, which i'm arguing that...
Thank you stressed, that is insightful
For the first case, i did not specify any NL links. The 2nd case (bridge-pile) now considers NL links. I will try your suggestions.
Hi all.
I am analyzing my bridge model using non-linear direct integration and modal FNA analysis but the results from both tests are different. Modal FNA analysis give smaller result vs. direct integration.
I did try using displacement and acceleration time history for direct integration and...
