Nov 2, 2011 #1 tre5205 Civil/Environmental Joined Oct 30, 2011 Messages 27 Location US I am using PYWALL to do some designs but i want to accurately input Lateral spring stiffness (lbs/in). I think when i account for soil pile interaction, i can take advantage of this and my pile deflections, moments, can be reduced. Thanks, Tim
I am using PYWALL to do some designs but i want to accurately input Lateral spring stiffness (lbs/in). I think when i account for soil pile interaction, i can take advantage of this and my pile deflections, moments, can be reduced. Thanks, Tim
Nov 8, 2011 #2 fattdad Geotechnical Joined Sep 7, 2006 Messages 2,790 Location US there is no ? in the original post. f-d ¡papá gordo ain’t no madre flaca! Upvote 0 Downvote
Nov 8, 2011 Thread starter #3 tre5205 Civil/Environmental Joined Oct 30, 2011 Messages 27 Location US Do you know how to input lateral stiffness for soil or rock passive resistance in LPILE? Upvote 0 Downvote