Materials for civil engineering please

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The discussion centers on determining the appropriate water-cement (w/c) ratio for a concrete mix design aimed at achieving a compressive strength of 6525 psi. It highlights the importance of understanding that while the w/c ratio is relevant, compressive strength is also influenced by the quality of constituent materials. The American Concrete Institute is suggested as a resource for reports on the relationship between w/c ratios and compressive strength. The conversation emphasizes that the selection of the w/c ratio should align with the project's specific requirements and the type of construction, noting that normal strength concrete is typically used for rigid pavements, while high strength concrete is reserved for structural elements. References to authoritative texts on concrete design and control are provided for further guidance.
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I have a question I really would be thankful if I had some help

For the mix design in the fresh concrete.. I've got the compressive strength 6525 psi, I didn't find it in any table to find the w/c (water-cement ratio), what should I do and if there is a formula for it what it is?
 
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Not my field , but is the water/cement ratio really relevant here?
Surely the compressive strength of cement depends on its constituent materials and their quality, not the exact water/cement ratio.
 
I would expect that American Concrete Institute would have some reports on w/c and compressive strength.

See also - http://lib.dr.iastate.edu/cgi/viewcontent.cgi?article=2880&context=etd - Figures 3 and 4.

When durability is not the control parameter, w/c should be selected according to the
compressive strength (Kosmatka et al. 2002). The range of w/c varies based on the project‟s
purpose and structural requirements; type of the construction (for example, normal strength
concrete (3,000-6,000 psi) is used for rigid pavement construction whereas high strength
concrete (6,000-9,000 psi) is used in structural elements; and conditions (e.g., weather and
curing conditions).

Mindess, S., Young, J. F., and Darwin, D. (2003). Concrete. 2nd Ed., Prentice-Hall Inc.,
Englewood Cliffs, New Jersey.

Kosmatka, S., Kerkhoff, B., and Panarese, W.C. (2002). Design and control of concrete
mixtures, 14th Ed., Portland Cement Association, Skokie, IL, USA.

See also - http://www.cement.org/tech/cct_cement_characteristics.asp
 
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