I have been asked to bolt down a storm drain grate and I am trying to find a way to secure it without allowing bolt heads or plates to sit above the grate because vehicles may drive over it.
The standard cast iron grate that I need to use is 2" thick. Would this be unreasonable to drill...
The geotech that we are working with on this project is considering the fill section to be braced, but now that we are looking at using a lightweight fill product, I don't feel as comfortable with that assumption. I reached out to another geotechnical engineer prior to writing this post and they...
I am a new engineer and a question has been posed about bridge abutments using MSE walls that I am curious about. I have heard different design assumptions from other engineers for when the pile is considered restrained. For the length of pile driven through the existing strata, the pile is...
I am a new engineer designing a pile foundation. I have designed spread footings in college, but I am completely thrown by the presence of piles and I am hoping for resources that would be helpful for me. I have been given pile capacity charts by the geotechnical engineer and I would very much...
