Hello Folks,
For a project in CA, I am trying to calculate the pullback stresses/loads during an HDD application to determine the pipe thickness. I have designed such a trenchless crossing before, using ASTM F1962 and the book by David Willoughby titled "Horizontal Directional Drilling"...
Thanks for the responses.
All the storage tank designs (water, chlorine, etc.) I have been involved so far included some type of foundation, either it is mat foundation or deep foundations based on the soil profile. A stable base never came to my attention as an option. How do you design that...
Hi,
I searched the forum but could not find an exact answer to my question. I hope I am not duplicating a previous question.
I am designing a footing for a ground storage tank with a diameter of 110 feet. Bearing pressure will be around 1,800 psf. It looks like we can go with shallow...