Guestimate coursework

It will help you to develop intuition for the kinds of predictions that are possible, that are not so possible, where they may go wrong, and how to avoid some common pitfalls. The core concept is this:

Guestimate coursework

Not if you have Norweigian Quick Clay Guestimate coursework Canada's! Very few of us have a good handle on how to deal with silts. If confined, silts can be 40 to 60 percent stiffer than a very stiff to hard CH clay.

With no appreciable long term Guestimate coursework issues. I use to have to deal with New Orleans Gumbo clay. Focht3, your right about confined silts; still a pain to get good geotechnical properties to design piles in was starting to get a handle on using CPT data when I left New Orleans.

But the initial problem stated sub base, so I assumed unconfined silt at the surface. In other moisture contenet and density you can reach higher CBR value, when considering more swelling.

CBR value is number that you decide on when considering the desired behaviour of your subgrade. You must not be Cajun - cuz dem folks don' move 'way fum da bayou! I have a lot of friends in south Louisiana - particularly New Orleans.

A real experience to live there for even a short time.

Guestimate coursework

And I love Cajun cooking! Even "shallow" foundations can bear on waterbearing silts and perform well. Go by the Westlake development in west Houston - 20 to 30 story buildings supported on spread footings, strip footings and core mats. The foundations for Westlake III built in mid-late s bear directly on a red waterbearing silt.

The building has performed quite well for almost 20 years. Unfortunately, it would appear that it is not possible to derive the bearing capacity from the CBR. However, I have learnt a lot more about CBR which used to be just a value for me. For your CBR of 1 the undrained shear strength would be about psf.

I use this correlation to go from undrained shear strength to CBR for road design but would hesitate to go the other way. The best recommendation is to get better soil information such as Su, Atterberg limits and moisture content rather than rely on a parameter that was not designed to be used to predict bearing capacity.

Care to give me a clue about who you are? And I appreciate the humor! And for what it's worth, some of my ancestors came from Louisiana. So I have mudbugs in my family tree, too!

Red Flag This Post Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. Cancel Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.Jul 08,  · Well, strictly speaking, it is a percentage.

You're comparing the resistance of a given material to the resistance of an ideal crushed stone that will support 1, psi at inch deflection.

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