英文摘要
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This paper mainly uses modified DMDA and the numerical matrix method to construct a concrete mixture with slag and fly ash. The workability and compressive strength were tested and the cement strength efficiency (CSE) were calculated to assess the aptness of waste reduction of the EEWH system for green building in Taiwan from the use of a trial batch. The results showed that the matrix analysis method with a computer quick calculation and a traditional algebraic method was simple, convenient, and efficient. Restricting the mixing water and adding a superplasticizer enhances the workability and compressive strength of concrete. With w/cm = 0.40, aged for 28 days, and the use of the following four different mixtures: C40 (Type I cement), M40 (medium fineness slag cement), H40 (high fineness slag cement), and A40II (traditional concrete Type II cement) results in a compressive strength greater than 41MPa. After aging 56 days, the CSE values were 55.8, 113.7, 115.7, and 14.3 psi/kg, while the amount of cement used was only A40II 25.9, 13.0, and 13.0%. A high pozzolans ratio (p/b) and CSE values met the EEWH system indexes for CO_2 reduction and waste reduction. A potential reference case can be seen from the venues for the 2010 Winter Olympics held in Vancouver, Canada which used fly ash and slag concrete to achieve LEED Silver certification.
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