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This work was carried out to evaluate the abrasion resistance of concrete proportioned to have five levels of cement replacements with one source of Class C fly ash.
Presents the results of research carried out to identify optimum mix proportions for the production of CLSM with high fly ash content. CLSM is defined by the ACI Committee 229 as a cementitious material that is in a flowable state at the time of placement and has a 29-day compressive strength of up to 1,200 psi.
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