hsustersic
Structural
Has anyone ever designed or seen counterfort retaining walls using CMU?
I have a situation that calls me to consider this as an option, but there appear to be very limited resources on the topic. I am mostly concerned about cracking in the vicinity of the tension tie - any thoughts?
Thanks.
I have a situation that calls me to consider this as an option, but there appear to be very limited resources on the topic. I am mostly concerned about cracking in the vicinity of the tension tie - any thoughts?
Thanks.