连续配筋混凝土路面(CRCP)在我国有了一定的应用，其设计还未完全采用基于可靠性理论的概率设计法。
Since Continuously Reinforced Concrete Pavement (CRCP) has got some application in China, probabilistic design based on reliability theory has not been used completely in the design procedure.
最后，论文通过实体试验段工程分析了隧道内连续配筋混凝土路面板及其端部锚固的施工工艺及组织顺序，并给出了相应的质量检验标准。
Finally, through the pilot the paper analyzed the construction sequence of the CRCP and its end fixing equipment, and the corresponding quality checking standards.
最后，根据论文依托项目实体工程的具体情况，介绍了连续配筋混凝土路面的结构设计方法。
Finally, the article introduced continuously reinforced concrete pavement structural design methods according to the specific circumstances of the project physical works.
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