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A mud mat makes a good all weather working surface, allows accurate placement of the structural foundation rebar, and prevents the structural foundation concrete from being contaminated with soil.and that's all it does (but which is certainly important) In particular i am talking about large mats that support multiple shear walls and columns and are not easily divided up/visualized in any particular grid Imho, at best the mud mat can be thought of as really good backfill.
Has anyone ever used this before to calculate the friction factor for a spread footing Does anyone have any good references for designing for shear in mat foundations I have attached an excerpt from the civil engineer’s handbook.
I'm designing a retaining wall (inverted t design) and my question is in regards to how much of the footing i can use to develop my wall reinforcing
I'm thinking that the development length of my vertical reinforcing needs to be measured from my hook to the top layer of reinforcing in the. It is recommended that mudslabs be used for blindside waterproofing under structural slabs Besides providing a flat working surface, what other benefits do mud slabs provide How do i determine whether it is really necessary.
The excavation involved blasting which resulted in some areas that were over excavated approximately 5 feet below the design elevation in which the foundation is suppose to sit on We will be filling the gap with 3000 psi concrete acting as a mud mat I'm trying to find out if there are any specific standards to follow for the design of mud mat. Plain concrete mat foundation for flexure if it works (are there provisions that address this?) and then add t&s because you just want to?
How do you guys distribute temperature and shrinkage reinforcment in thick machine slabs
For example, i've got a machine slab that is about 60' long, 2' thick, and about 12' wide I've completed all the analysis for the loads from the machine on to the mat foundation, including the use of. A positive skin friction goes against the direction of gravity, while negative skin friction means the soil sinks/drags the pile, like throwing a stone into muddy swamp I heard piles were nowhere to be found, could be a joke though
But, you need to consult with your geotech to determine the proper method to overcome this phenomenon. I have a question about how the subgrade modulus relates to the assumed spring stiffness of a soil I have a rather large mat foundation to design (using a beam on elastic foundation) and the geotech report gives a subgrade modulus in kcf I can input this directly in pca mat, but i would like.
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