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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) When exporting the ground floor from etabs to safe, the column loads are brought in as point loads, and any wall load resting on. Imho, at best the mud mat can be thought of as really good backfill.
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 %hello colleagues, im fairly new to using safe for foundation design and would like to know what approach the rest of you take when designing a foundation in safe 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? 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.
Does anyone have any good references for designing for shear in mat foundations 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 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. Per lomarandil 's comment, the mat starts to spread the load across the width of the pad at a 45 o angle If timber was used for this layer, it's rigidity (to distribute load horizontally with minimum deflection) is inferior to steel.
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