86西游记孔雀公主好美:翻译英译汉

来源:百度文库 编辑:高考问答 时间:2024/04/28 00:04:00
The primary advantage of the modern procedures is that they are inherently better suited to treat the variety of environmental and wheel loading conditions than their state of-the-practice counterparts (including the 1993 AASHTO Guide). These procedures can
have several other important advantages, including
•Better capability to characterize material properties and assess existing pavement
structural capacity (through laboratory testing, nondestructive testing, and backcalculation, or all three);
•Ability to evaluate and compare different design alternatives on a fair (defensible)
basis; and
•Ability to account rigorously for stochastic variability or uncertainty in the design
process.
The primary disadvantage of the modern procedures (as reported by the users) is that
they tend to be more complicated, time-consuming, and costly to apply.
The philosophy of M-E-based design for flexible pavements has been around for roughly half a century; however, it is only in the last decade that full-fledged procedures that could be used outside the academic or research environment have been developed. NCHRP
Project 10-26, titled Calibrated Mechanistic Structural Analysis Procedures for
Pavements, completed in 1990 (1), helped usher in a whole new era of advancing the state of the art in pavement design technology. The best examples of some of the new M-E-based procedures used by the states are those that have been developed for the Washington State Department of Transportation (WSDOT) (2) and the Minnesota Department of Transportation (MnDOT) (3). The WSDOT procedure has been incorporated into a series of design manuals, Microsoft Windows-based computer programs (EVER series software), and supporting documentation that have been accepted and now are routinely used by all six district offices within the state. The documented first version was completed in 1989, but WSDOT had implemented the procedure several years before that date. However, the software has undergone several enhancements since then. The MnDOT ROADENT procedure is a research edition that was also incorporated into a Microsoft Windows-based software package. The first version of ROADENT was completed in 1998 and is now undergoing beta testing and trial implementation.

现代规程的主要好处是, 他们比他们的状态这实践相对物是固有地好适合与款待环境和轮子负荷状态品种(包括1993 AASHTO 指南) 。 这些规程能
有几其它重要好处, 包括
??Better 能力描绘物质物产和估计现有的路面
结构容量(通过实验室试验, 非破坏性测试, 并且backcalculation, 或所有三);
??Ability 评估和比较不同的设计选择在市场(可防御)
依据; 并且
??Ability 严谨地占随机可变性或不确定性在设计
过程。
现代规程的主要不利(依照由用户报告) 是那
他们倾向于是被复杂化, 费时, 并且昂贵申请。
基于M E 的设计哲学为灵活的路面是为大致半个世纪; 但是, 是只在最后十年, 能被使用在院或研究环境之外的完全的规程被开发了。 NCHRP
估计10-26, 题为的被校准的机构结构分析规程为
路面, 完成1990 年(1), 被帮助的带位者在推进科技目前进步水平一个整新时代在路面设计技术。 一些的最佳的例子新基于M E 的规程由状态使用是那些被开发了为华盛顿州运输部(WSDOT) (2) 和明尼苏达运输部(MnDOT) (3) 。 WSDOT 做法被合并了一系列的设计指南, 微软窗口根据了计算机程序(曾经系列软件), 并且由所有六个地区办公室接受了和现在的支持文件定期地使用在状态之内。 1989 年被提供的第一个版本被完成了, 但WSDOT 以前实施了做法约会的几年。 但是, 软件从那以后接受几种改进。 MnDOT ROADENT 做法是并且被合并微软基于窗口的软件包的研究编辑。 1998 年ROADENT 的第一版本被完成了和现在进行beta 测试和试验实施

主要利用现代程序就是具有更适于治疗各种环境条件和车轮上的国家比10-实践同行(包括1993年AASHTO指南). 这些程序可以 有几个重要的优点,包括 -能力较好的特点和评估现有路面材料特性 结构能力(通过化验,化验检测,backcalculation或三种); -能力进行评审和比较不同的设计方案,在公正(合理) 依据; 以及 -严格的责任能力和不确定性随机变量的设计 过程. 主要缺点现代程序(据用户), 他们往往比较复杂、费时、费申请. 哲学ME型设计灵活路面已存在约半个世纪. 然而,这只是在过去十年中,正式的程序,可以用在学术研究和开发环境已经. NCHRP 计划1910年至1926年,调整机械结构分析程序题 行人道,完成(1)1990年,迎来了一个全新的时代,帮助推动现状的路面设计技术. 最好的例子,一些新的ME型使用的程序是那些国家已制定了华盛顿州运输部(WSDOT)(2)、明尼苏达交通局(MnDOT)(3). WSDOT的程序已经纳入了一系列设计手册,微软视窗电脑程式(以往系列软件)、单据已被接受,目前通常使用的所有地区办事处在六个国家. 记载了1989年完成初稿,但已执行的程序WSDOT几年前那一天. 不过,该软件经历了几次改进之后. MnDOTroadent程序的研究版本,也纳入微软的视窗软件. roadent首版于1998年完成,现正在测试试用,试行.

楼上翻译的很棒!