本文以某高速公路的数据为基础，提出了以运行车速为基础的双指标高速公路线形评价方法。
This paper established a two-indexes freeway alignment evaluation model, based on the data of a freeway.
对于评价公路平面线形的舒适性具有一定的参考价值。
For evaluating highway plane alignment, the comfortableness of shape has certain reference value.
通过各类参数统计及曲线形态对比，对孔隙结构类型进行了定量结合定性的优劣评价。
The statistical parameters and typical curve shapes are contrasted, and the effectiveness of each pore texture type is quantitatively and qualitatively evaluated.
提出采用改进德尔菲法建立高速公路线形安全评价综合指标体系。
The modified Delphi method is proposed to build the evaluation index system of liner safety of expressways.
本文提出了一种基于配准函数曲线形状定量描述的客观评价方法。
Based on the quantitative descriptions of registration curves, in this study, we propose an objective assessment method on image registration.
分析了曲线形态的影响因素，为正确评价地层的含油性提供了较可靠的理论依据。
Some factors influencing curve type are analyzed, which provides a reliable theory for formation evaluation.
采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。
Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.
采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。
Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.
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