目前在文獻或實務應用上，使用水泥改善乳化瀝青性質者，均採用水泥漿與乳化瀝青直接混合之方式，此種方式需額外加水使水泥或粒料溼潤後再與乳化瀝青混合。本研究之突破創新為：「不用事先加水溼潤水泥及粒料，只要使用強塑劑即可使水泥與乳化瀝青直接均勻地拌和」。此種處理技術不但可提高水泥與乳化瀝青拌和之均勻性，並可有效提升瀝青混凝土之力學性質。
本研究以水泥作為瀝青之改質劑，將陽離子乳化瀝青及強塑劑先拌和均勻，再將水泥直接加入繼續拌和成水泥瀝青膠漿，然後取適量之水泥瀝青膠漿與級配粒料拌合，經夯打壓實而成水泥瀝青混凝土。本研究係針對水泥瀝青膠漿及水泥瀝青混凝土進行配比技術及各種性質之分析與探討，首先探討水泥瀝青膠漿組成材料之反應機理，然後進行水泥瀝青混凝土之配比設計，最後評估水泥瀝青混凝土在鋪面工程上應用之工程性質及鋪面績效。主要之研究結果如下:
材料反應機理研究成果顯示，利用Zeta電位試驗確認「水泥瀝青膠漿」中強塑劑較佳之使用量為FSP/A=2%–5%之間。可由電位變化瞭解乳化瀝青與強塑劑拌和過程中絮凝產生之原因及強塑劑作為水泥與乳化瀝青拌和媒介之原理。研究結果顯示，水泥瀝青膠漿(CAM)拌製水泥瀝青混凝土(CAC)較適當之黏度為8000cPs至12000cPs。
馬歇爾配比設計結果顯示，馬歇爾配比設計無法完全符合水泥瀝青混凝土配比設計所需，須以最低水泥瀝青膠漿需求量輔助進行配比設計。配比設計後之試體試驗所得結果為：水泥瀝青混凝土之水泥含量越高，力學性質越佳；強塑劑含量越高，新拌水泥瀝青混凝土工作性越佳。但此二者使用量均需限制，劑量太高易造成拌和失敗。本研究建議材料使用量範圍為：1.2≧C/A≧1；0.05≧FSP/A≧0.03；CAM/CAC=0.25；12000cPs≧CAM黏度≧8000cPs。
力學性質之研究結果顯示，水泥瀝青混凝土相對於熱拌瀝青混凝土之改質成效：於28天壓力強度增強2.6-3.4倍；28天剪力強度增強5.4-6.5倍；28天張力強度增強6-8倍；28天馬歇爾穩定值增強6.2-7.9倍。因此水泥對乳化瀝青混凝土於力學性質上之改質效果卓越且顯著；但由流度值來看，又不失瀝青路面之柔性。
鋪面績效評估結果顯示，水泥使瀝青混凝土抵抗浸水剝脫及凍融之性能均增強，滯留強度達80%-90%以上；抵抗車轍性質亦大為提升，於24小時齡期以後嚴苛之測試條件下幾無車轍。此性能績效除可保持鋪面完整性，維持鋪面之服務性能外，尚能延長鋪面使用壽年、降低維修成本及減少道路損壞對用路人安全之威脅。

Nowadays, the application of cement to improve the property of emulsified asphalt, whether in theory or practice, has always involved the use of cement paste and emulsified asphalt mixture. However, this study decided to deviate from this convention because “additional water has to wet cement or aggregates before mixing emulsified asphalt.” Doing so prevents the emulsified asphalt and cement or the dry aggregates from directly mixing. In this regard, the current study can be considered a breakthrough and an innovative research because in the process employed, there is “no need to add prior water for wetting cement or aggregates so that concrete and emulsified asphalt can be mixed directly and evenly by superplasticizer." Such technology improves not only the uniformity when mixing cement and emulsified asphalt but also the mechanics strength of asphalt concrete.

In this study, cement is used as modifier. Specifically, emulsified asphalt evenly mixes with FSP first and then directly mixes with cement to form cement-asphalt mastic (CAM). Afterwards, an adequate mixing ratio is ensured to combine CAM and the aggregate into cement-asphalt concrete (CAC) mixture. It is finally compacted as CAC. This research aims to analyze and estimate the proportion and mechanics property of both CAM and CAC. First, the composition and reaction mechanisms of CAM are investigated, followed by the proportion design of CAC. The study also elucidates the mechanics properties and paving performances of CAC as utilized on pavement. The following main results were generated.

Research on the composition reaction mechanism of CAM has proven that the optimum dosage of a superplasticizer added to the CAM is FSP/A=2%-5%. This was confirmed in the study by conducting the Zeta potential test. Related potential changes also exhibited the causes behind the flocculation that resulted during the mixing process of emulsified asphalt and the superplasticizer. The principle behind the use of a superplasticizer as the media for the direct mixing of cement and emulsified asphalt was also determined. The results from this research indicated that cement-asphalt mastic is a mixture of cement-asphalt concrete whose viscosity is suitable for such application between 8000cPs and 12000cPs.

In addition, the results of the Marshall Proportioning Design showed that the said design was unable to meet the proportional requirements of cement-asphalt concrete. Likewise, the minimum cement-asphalt mastic needed was used to support the proportional design required. After the related proportional design, trial conclusions stated that “the higher the content of cement in cement-asphalt concrete, the better the mechanical property, and the higher the content of superplasticizer, the nicer workability of the new mixture of cement and asphalt.” However, the amounts of cement and superplasticizer to be used have to be controlled because high-dose mixing may cause failure. The following quantity range of materials is suggested: 1.2≧C/A≧1; 0.05≧FSP/A≧0.03; CAM/CAC=0.25 and 12000cPs≧CAM Viscosity≧8000cPs.

In terms of mechanical property, the research results showed that the modification of cement-asphalt concrete obtained better performance figures compared with those of hot-mixing asphalt concrete. These include increased pressure strength of 2.6-3.4 times that of 28 days, increased shear strength of 5.4-6.5 times that of 28 days, increased tension strength of 6-8 times that of 28 days, and enhanced Marshall Stability value of up to 6.2-7.9 times. Furthermore, its durability and resistance against rutting were enhanced. Therefore, concrete mixed with cement-emulsified asphalt concrete is characterized by excellent and significant mechanical property modification, as well as flow value that retains asphalt concrete pavement softness.

The estimated results of paving performance are presented in this study, including cement enhances CAC immersing resistance and residual strength index. The residual strength index of CAC reached 80%-90% and the CAC rut showed evident decline. At a 24-hour period of CAC, its rut is near to none. Therefore, the paving performance of CAC offers several advantages. Among them are excellent pavement service, prolonged pavement use, reduced paving maintenance cost, and pavement damage prevention, which could avoid potential danger to road users.

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