根据选定的三个路面结构强度评价指标，分别对水损害、沉陷、搓板三种典型病害路段进行处治方案设计。
Based on the selected strength indexes, treatment programs for three typical disease of water damage, subsidence, washboard-pavement are designed separately.
从路面结构强度、损坏状况、行驶质量、安全性能以及各项性能综合评价等方面研究了路面使用性能评价的建模方法和理论。
The model theory of the performance evaluation from structural capability, spoiling condition, riding quality, safety performance and combined evaluation is studied.
本文论述了多层结构路面的面层、基层、垫层、磨耗层和保护层的材料、用量、结构和强度等问题。
The materials, quantity, structure and strength of road surface having many layer structures are discussed in this paper.
由于沥青混凝土材料强度的温度依赖性，弯沉以至路面结构承载能力都随温度而变化。
Since asphaltic concrete materials are temperature dependent in nature, measured deflections and hence the structural capacity of pavement vary with temperature.
路面状况的评价可以通过路面状况指数、结构强度指数或本文建议的综合评价指标进行。
Evaluation of pavement state can be achieved using pavement condition index, structural strength index, or synthesized index which is proposed in this research.
在路面层间结合中应用SBR复合粘结材料能够有效提高路面结构的整体强度和使用功能。
In this paper it is found that the application of SBR compound cemented materials can effectively enhance the general strength and service of this type structure.
沥青路面具有力学强度好、行车平稳、低噪音及易于机械化施工等优点，已成为我国高等级公路的主要路面结构形式。
Asphalt pavement with advantages of good mechanical strength, smooth ride, low noise and ease of construction of the mechanization, has become China's main highway pavement structure.
基于断裂力学和有限元原理，计算分析了纤维沥青碎石封层路面结构在不同条件下的应力强度因子。
Based on fracture mechanics and finite element theory, calculation and analysis stress intensity factor of fiber asphalt chip seal under different conditions.
基于断裂力学和有限元原理，计算分析了纤维沥青碎石封层路面结构在不同条件下的应力强度因子。
Based on fracture mechanics and finite element theory, calculation and analysis stress intensity factor of fiber asphalt chip seal under different conditions.
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