石膠泥瀝青混凝土(Stone Mastic Asphalt，SMA)藉由粒料間互鎖作用以承受交通載重，再生資源利用為目前世界所關注的議題，轉爐石為煉鋼後副產品，轉爐石粒型方正且具有高抗壓強度，符合SMA對粒料的要求，因此本研究評估轉爐石添加於SMA之工程性質；此外，SMA中含有高比例膠漿，其為鋪面抗車轍及疲勞破壞之關鍵，因此須深入瞭解瀝青膠漿的質流行為、潛變行為及膠漿潛變行為與瀝青混凝土車轍行為之關係。
　　本研究使用轉爐石全取代天然粗粒料並使用不同級配及瀝青，對馬歇爾穩定值、流度值及車轍輪跡試驗等工程性質進行評估。並用針入度85/100(Pen 85)、針入度60/70(Pen 60)及改質III型(MA)三種瀝青，使用動態剪切質流儀(Dynamic Shear Rheometer，DSR)於不同頻率與溫度條件下，評估瀝青膠漿質流行為，並探討膠漿於60℃的使用不同方式求得瀝青黏度之關係，進而探討膠漿之潛變行為與瀝青混凝土車轍績效之關係。
　　研究結果顯示，添加轉爐石具有提高穩定值之功用，須注意轉爐石表面多孔性使瀝青混凝土中有效瀝青降低，導致V.M.A.降低。膠漿質流行為結果顯示，添加填充料可增加其勁度及彈性，降低改質瀝青之溫感性。改質瀝青之彈性回復能力較未改質瀝青佳，但改質瀝青膠漿之黏度較易受應力與剪應變率影響，改質瀝青使用Brookfield量測黏度時，需同時考慮剪應變率之影響。影響瀝青混凝土車轍績效主要為膠漿黏度與級配，其初始變形主要受膠漿黏度影響，之後整體永久變形則受到級配及膠漿影響。

Stone Mastic Asphalt (SMA) has high coarse aggregate content that interlocks to form a stone skeleton to prevent heavy traffic. Nowadays the second-product is the world concern issue, Basic Oxygen Furnace Slag (BOF) is the by-product from steelmaking, and the benefit to use BOF in SMA is high compressive strength and its cube shape. This research evaluates the engineering properties of BOF in SMA. Besides, SMA has high mastic content, we also evaluate mastic rheological behavior, creep and the relationship between mastic and mixture.
　　This research use nature and BOF as coarse aggregate in SMA and Dense grade asphalt concrete (DGAC) with pen 85/100 (pen 85), pen 60/70 (pen 60) and modified asphalt (MA) to evaluate Marshall Stability, flow number and rutting performance. Also use dynamic shear rheometer (DSR) at different frequency and temperature to evaluation three mastic (pen 85, pen60 and MA) rheological behavior, and discuss relationship between creep and viscosity at 60℃, further explore mastic creep behavior and rutting performance on mixture.
　　The result indicate use BOF as coarse aggregate can improve Marshall Stability, but BOF surface porosity may absorb more effect asphalt, and reduce V.M.A.. Add filler in asphalt can improve stiffness and elastic of binder; reduce temperature sensibility of MA. MA has better elastic recovery ability then unmodified binder, but viscosity of MA is more susceptible by shear stress and shear rate, use Brookfield measure viscosity has to consider the effect of shear rate. The rutting performance of asphalt concrete is effect by mastic and grade, first stage deformation is effect by mastic, and mastic and grade influence deformation in second stage. The rutting indicator G*/sinδ recommended by SHARP has worst correlation between creep and rutting, because it can’t stand for elastic recovery of binder.

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