Mar 15, 2018 #1 Okiryu Civil/Environmental Joined Sep 13, 2013 Messages 1,094 Location JP What is the rule of thumb for foundation costs-building costs ratio in the US for a high rise building? Say, column loads of about 20 MN. We are using pile foundations. Something 5% to 10% of the total cost of the building seems reasonable?
What is the rule of thumb for foundation costs-building costs ratio in the US for a high rise building? Say, column loads of about 20 MN. We are using pile foundations. Something 5% to 10% of the total cost of the building seems reasonable?
Mar 15, 2018 #2 dik Structural Joined Apr 13, 2001 Messages 26,128 Location CA How high is up? for a really tall building you might be high... also depends on soils type and if it is a problem soil. Dik Upvote 0 Downvote
How high is up? for a really tall building you might be high... also depends on soils type and if it is a problem soil. Dik
Mar 15, 2018 Thread starter #3 Okiryu Civil/Environmental Joined Sep 13, 2013 Messages 1,094 Location JP About 5 to 10 stories. Seismic area but no liquefaction. Soil are not too problematic but piles may go to 35m~40m. Upvote 0 Downvote
About 5 to 10 stories. Seismic area but no liquefaction. Soil are not too problematic but piles may go to 35m~40m.