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highway相关的网络例句

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与 highway 相关的网络例句 [注:此内容来源于网络,仅供参考]

Results showed that the Canonical Correlation Coefficient A(0.9486) was representing the direct correlation of the motorization with the injury and death rates, referring the higher the motorization, the greater the death and injury rates. The Canonical Correlation Coefficient B(0.9220) indicated the direct correlation between the highway capacity and the frequency of road injury, as well as the larger the highway capacity, the more frequency of road injury occurrance. The Canonical Correlation Coefficient C(0.6446) revealed the relations between levels of road situation and the accident rates per 10 000 vehicles.Results showed that the higher the quality of roadway, the lower was the accident rate.

结果显示,第一典则相关系数为0.9486,主要反映了城市机动化程度与车祸发生数、死亡率和受伤率之间的正相关性,即机动化程度越高,车祸发生数、死亡率和受伤率也越大;第二典则相关系数为0.9220,主要反映了客运量、货运量与车祸发生数之间的正相关性,即客运量和货运量越大,交通事故的发生次数越多;第三典则相关系数为0.6446,主要反映了道路质量与万车事故率之间的相关关系,道路质量好,则万车事故率低。

In order to move toward the market, and actively participate in market competition, the Highway Authority, the city party committee agreed, at City Editor filing, in November 1998, the plant changed its name to the city of Chenzhou Highway Engineering Construction Department of mechanization.

为了走向市场,积极参与市场竞争,经市公路管理局党委同意,报市编委备案,1998年11月,该厂改名为郴州市公路工程机械化施工处。

Through analyzing the existent methods for solving the intersection point coordinate of straight line and highway curve ,combined with the general mathematical model for highway curve ,a general solution model for the intersection point coordinate is given.

通过对现有的直线与线路曲线交点坐标解算方法的分析,结合线路曲线的统一数学模型,给出了直线与线路曲线交点坐标的统一解算模型。

Take full account of the new sections of road to airport planning and coordination, as far as possible around the power to avoid a number of important facilities and buildings, then the original starting point for North and South Airport Road, north along the river channel distribution, the end of Station Road in the South and水泊provincial highway 804 phase, line length of 1763 meters, the road净宽24.5 meters, two-way four-lane, according to a standard design the construction of the road;水泊transform large sections of Interchange Interchange ramp and a long range of 1000 meters of the 804 provincial highway, the section of the transformation works for Covering 44,000 square meters of the road.

新建路段充分考虑路线走向与机场规划的协调,尽量绕避一些重要的电力设施和建筑物,起点接原机场南北路,向北沿河道展布,终点在大水泊公路站南与804省道相接,线路总长1763米,路面净宽24.5米,双向四车道,按一级路标准设计建造;改造路段为大水泊互通立交匝道和立交范围内长1000米的804省道,该路段改造工程为44000平方米的路面罩面。

The under-construction Hebi-Puyang Highway, Huguan-Taiqian Road form the decussation of north Henan Province with Beijing-Guangzhou Railway, Beijing-Zhuhai Highway and 107 State Road.

京广铁路、京珠高速公路和107国道纵贯南北,正在建设鹤壁至濮阳高速公路、壶关至台前省干线公路,构筑起河南北部交通大"十字"架。

But China s highway developable space isvery big and its road is very long, at the same time, research on managementpatterns of highway mechanical device is only primary.

但是,中国高速公路发展的空间还很大,要走的路还很长,有关高速公路机械设备管理模式的研究才刚刚起步。

Based on the speciality of highway construction projects, using the principles of system engineering, this paper suggests the Double Point evaluation method for the comprehensive technical evaluation of the highway construction projects.

并根据公路项目的特点,运用系统工程的基本理论,提出了采用双基点评价法,对建设项目进行综合技术评价。

On the basis of the characteristic and relation of highway transportation and economics, this paper put forward some indicators that externalize the characteristic of highway transportation in Guangxi , and confirm an indicator set for the modernization of with foundation of analysis and selecting method.

本文从公路交通系统与经济发展的特点及关系出发,提出了体现广西公路交通特征的有关指标,并在认真分析和采用合理方法筛选的基础上,确定了广西公路交通的现代化指标。

On the basis of the knowledge highway's ruin of the past, in high earthquake intensity area of highway, underground structure may be fall into ruin for the seismic motion, especially, the entrance of tunnel is the weakest of the tunnel. As based on the soil-structure interaction model, adopting the soft of FLAC3D and numerical analysis method, the tunnel entrance has been computed by the elastic and plastic method, the results obtained are discussed and the measures for design and solution are presented.

根据以往的受震破坏经验,在公路隧道的高烈度地震带,地下工程可能会遭受严重震害,尤其洞口段为抗震薄弱区,本文采用FLAC3D软件,从土-结构相互作用模型出发,运用数值分析方法对隧道洞口段进行了三维弹性和弹塑性分析,得出了相应结论,并对结果进行分析,指出隧道抗减震设计中应注意的事项,并提出相应解决措施。

Accoring to analyzing existing division menthods of tunnel health grade andtunnel health grades, the fourth-class division method is adopted for division ofhighway tunnel health grade. And highway tunnel health grade is founded based onfourth-class judging grade of special examination for highway tunnel in our couctry.

2在分析现有的隧道健康等级划分方法和国内外隧道健康等级的基础上,采用四级划分法划分公路隧道健康等级,并以我国公路隧道专项检查结果的四级判定等级为基础建立了公路隧道健康等级。

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