（1）与不含粗骨料的普通UHPC类似，UHPC-CA主要根据MAA模型进行设计。
（2）在UHPC-CA中掺入适量纳米材料可以显著改善UHPC的微观结构，增强其力学及耐久性能；掺入适量地聚合物可使UHPC-CA具备优异的耐火和耐化学腐蚀性能，同时有效减少CO2排放，符合“双碳”目标要求。
（3）通过合理优化粗骨料的粒径、形状和表面特性，可以有效减小UHPC-CA内部ITZ的孔隙率，提高UHPC-CA的结构密实度和各基质间的黏结力。
（4）不同粗骨料种类UHPC-CA的早期（3 d）抗压强度差异较小，但7、28、90 d抗压强度差异较大。掺入适量粗骨料有利于提高UHPC-CA的抗压性能。另外，粒径较大的粗骨料可以提供更好的骨架支撑作用，且能够使基体中有更多的自由水用于胶凝材料水化，这对抗压性能有利，但同时，粗骨料粒径越大，其周围的应力集中现象也会越严重，这对抗压性能不利。因此，需选择合适粒径的粗骨料制备UHPC，避免粗骨料的尺寸效应对UHPC的性能产生不利影响。
（5）掺入粗骨料会导致UHPC-CA的抗拉强度略微降低；少量粗骨料的掺入不会对UHPC-CA的抗弯强度产生负面影响，但随着粗骨料含量大幅增加，UHPC-CA的抗弯性能将明显下降。因此，实际应用时，需合理控制粗骨料含量。
（6）掺入适量粗骨料不仅能降低UHPC-CA的胶凝材料用量，而且能有效限制UHPC-CA收缩。此外，辅以合适的养护方式或掺入合适的外加剂，可进一步改善UHPC-CA的收缩性能。
 （7）目前关于UHPC-CA的研究主要集中在宏观试验层面，关于其力学行为的本构关系及粗骨料与各基质之间的微观作用研究相对较少，后续可加强此方面研究，以加速完善UHPC-CA的设计方法，推进UHPC-CA的实际工程应用。

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