本文主要探討緻密配比法(Densified Mixture Design Algorithm, DMDA)對於不同密度粒料所設計與拌製之高流動性飛灰混凝土之工程行為。本研究使用緻密配比法之向前緻密法(Forward Packing Model, FPM)、向後緻密法(Backing Packing Model,BPM)與傳統混凝土配比，分析水泥漿質與量，與拌合水量，建立以水泥漿濃度差的觀念，以新式的拌合程序(從w/c迄至w/s)，強化品質均勻性與減少機械的損耗；同時，針對輕質骨材(比重1.9取自於石門水庫沉泥燒結而成，直徑1公分)與天然砂石(比重2.64)、鋼珠(比重7.8，直徑0.5與1公分)以此為骨材，分別設計不同水泥漿品質和漿量的配比之輕質、常重與重質混凝土。量測的工程性質包含工作性、裂縫敏感性等新拌性質；硬固性質包含抗壓強度、超音波速、表面電阻和氯離子電滲量等；裂縫敏感性與長度變化等，體積穩定性亦是本文探討重點。試驗結果顯示，不論任何密度粗粒料混凝土，緻密配比法只要固定水泥漿量，改變水泥漿品質時，高品質水泥漿配比(低w/cm和w/c)，呈現較佳的新拌性質、硬固行為和體積穩定性，此與傳統混凝土採用低w/c和高強度提升混凝土品質的策略是一致的；水泥漿量則是越少，工程性質、耐久性和體積穩定性呈現較佳；為達到體積穩定性，早期水養護(至少7天以上)，並且減少拌合水量是必要的。綜合本研究分析結果，所有混凝土在水泥漿質佳量少的原則下，束制拌和水量與水固體積比，會有較佳工程性質、耐久性和體積穩定性。

This study discusses the effects of the densified mixture design algorithm (DMDA) on the high-flowing fly ash concrete prepared using aggregates of varying density. Using the DMDA forward packing model (FPM), backing packing model (BPM), and the traditional mix design method, this study investigates the quality and quantity of slurry, and the quantity of mixing water in the slurry. The results indicate that varying slurry concentrations combined with a new mix design (altered from w/c to w/s) strengthens the uniformity of the concrete and reduces wear and tear on machines. Additionally, this study designed lightweight, normal, and heavyweight concretes of varying slurry quality and quantity using lightweight aggregates (with a specific gravity of 1.9, silt from the Shimen reservoir, and 1 cm in diameter), natural sand (with a specific gravity of 2.64), and steel balls (with a specific gravity of 7.8, and 0.5 and 1 cm in diameter), respectively.. We examined the engineering properties of concrete in both its newly mixed state and its hardened state. In its newly mixed state, we examined the workability and crack sensitivity. In its hardened state, we examined the compressive strength, ultrasonic pulse velocity, surface resistance, and chloride ion permeability. This study also explored crack sensitivity, changes in length, and volume stability of slurry. The results show that regardless of the density of coarse-aggregate concrete, the slurry volume in DMDA does not differ when the components are altered. The high-quality slurry ratio (low w/cm and w/c) provides a superior newly mix property, hardened behavior, and volume stability. This design is similar to the traditional mix design of using low w/c and high-strength concrete to improve the overall quality. The less slurry induces better engineering results, such as its workability, durability, and volume stability. To achieve volume stability of the slurry, early moisture curing (within the first 7 days) and reduced water quantity are required. Comprehensive analysis of the results indicates that limiting the water contained and water to solid ratio improves engineering properties, such as durability, and volume stability when less amount of good slurry is used.

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