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1·Rigid pavements have adequate strength to avoid the weakness of flexible pavement.

与柔性路面相比，刚性路面具有足够的强度以消除柔性路面的种种弱点。

2·Introduces partial test results of research about the semi-rigid pavement material by pouring.

介绍了在灌注式半刚性路面材料研究方面的部分室内试验成果。

3·This paper only analyzes and summarizes causes and preventive maintenance of damage to rigid pavement.

这里仅对刚性路面板破坏的成因及其预防养护做一下分析总结。

4·How to calculate the contraction stress of semi-rigid pavement is the precondition to solve the problem.

而如何正确计算半刚性基层的收缩应力，则是解决这一问题的前提。

5·By analyzing and researching, the paper proposed the method and index of evaluating on rigid pavement structure load capacity for reference.

通过分析研究，提出了评价刚性路面结构承载能力方法和指标，对刚性路面使用性能评定有较好指导作用。

6·The problems of the analysis of the rigid pavement on the multiple layered elastic foundation are studied by semi-analytical infinite layer method.

本文采用半解析无限层方法，研究了弹性层状地基上刚性路面的计算问题。

7·Dynamic response of rigid pavement under variable - speed moving load caused by vehicle accelerating and decelerating and airplane landing are analyzed.

分析了行驶车辆加速、减速及飞机起降过程中变速移动荷载所引起的刚性路面的动力响应。

8·After unbound aggregate being settled in the semi-rigid pavement, there are great changes in structural stress distribution and form of structural default.

半刚性沥青道路在加设级配碎石夹层后结构的受力情况发生巨大的变化。

9·Main form of structural default is found in semi-rigid pavement with unbound aggregate upper base through contrasting. And it suggests control index of structural design.

通过对比分析，结合具有级配碎石基层半刚性底基层沥青路面主要破坏类型的分析，提出结构设计的控制指标。

10·Based on the research results from home and abroad, and the characteristic of the widely-adopted semi-rigid pavement, the thesis studies the cold in-place recycling technology stabilized by cement.

本文在国内外已有研究成果的基础上，根据国内普遍采用半刚性基层沥青路面这一结构特点，研究利用水泥为稳定剂的旧沥青路面的现场冷再生技术。