混合交通道路 的英文怎麼說

中文拼音 [húnjiāotōngdào]
混合交通道路 英文
all purpose road
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ動詞1 (把事物轉移給有關方面) hand over; give up; deliver 2 (到某一時辰或季節) reach (a cert...
  • : 通量詞(用於動作)
  • : Ⅰ名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  • 道路 : road; way; path
  1. So the department of traffic needs a software platform for developing chinese its. however, our urban traffic network has own mix characteristic, which comprises motor vehicles, non - motor vehicles, and foot passengers. the mixed characteristic differs from other countries which nearly comprise motor vehicles

    然而,由於我國城市是以機動車、非機動車與行人流為特色,不同於國外發達國家以機動車為絕對主流的基礎,故進口的國外軟體不能完全適用於國內的流狀況。
  2. The paper is based on innumerable practical heavy - load road data, deliberate heavy - load standard in detail through theoretical arithmetic, and bring heavy - load standard about cement concrete pavement and asphalt concrete pavement separately ; in the meantime, through a large quantity of cement concrete pavement stress calculation, the paper puts forward relation expression between load on concrete board and stress level under board ; meanwhile, the paper puts forward traffic classification about cement concrete pavement and asphalt concrete pavement ; through bearing board testing on each structure sheaf the paper finds the material modulus gets modified ; through comparing position equivalent rebound modulus to theoretical equivalent rebound modulus, the paper points out limitation of nomograph in course of cement concrete pavement design, whereby, puts forward modifier formulas about theoretical equivalent modulus

    本文以大量的重載資料為主,從實際出發,結理論計算,對重載標準進行了詳細的討論,分別給出了水泥凝土面與瀝青凝土面的重載標準了;同時,過大量的水泥凝土板底應力計算,推導出了凝土面板荷載與板底應力水平的關系式;給出了水泥凝土面與瀝青凝土面的分級;過對試驗各結構層進行承載板測試,發現現有材料模量較以前有了明顯的提高;對比現場實測的當量回彈模量與理論當量回彈模量,指出現有水泥面設計中的諾謨圖不能完全符現有材料,從而提出了對理論模量的修正公式。
  3. On the basis of the study of traffic features of heavy - load vehicles, the vehicle weight data and the axle - load spectrum of different vehicles were collected for some typical heavy - duty roads in china, and according to the features of heavy - loading pavement, deficiency of the former load - figure are analyzed and new figures which are suitable for heavy - load pavements are put forward. meanwhile, based on the research of the cement concrete fatigue equation and the damage mechanism of asphalt pavement under heavy - load vehicles, axle load conversion equations fitting for heavy - load cement concrete pavement and asphalt pavement are established respectively by further analysis. in addition, design indices, traffic and material parameters and structural combination for heavy - load pavements are discussed in this paper as well

    本課題針對重載面設計中所存在的問題,從重載特性出發,收集分析了國內幾條重載及軸載組成情況,根據重載的特點,分析原有荷載圖式的不足,提出了適於重載瀝青、重載水泥凝土面的荷載圖式;同時,在重載水泥凝土面疲勞方程及重載瀝青面破壞機理研究的基礎上,過對重載面軸載換算公式的進一步研究,分別提出了適於重載水泥及重載瀝青面的軸載換算公式;此外,本文還對重載水泥、重載瀝青面的設計指標、參數、材料參數及結構組等方面進行探討,系統地提出了重載面的設計方法,並使之有效地運用到工程實踐中。
  4. For floors where abrasion and impact resistance as well as dust - proof are required such as for shed, loading area at port, machinery industry, aitcraft parking apron, garage, parking area, oil storage piant, pathway floor, mine chute, bridge surface, reservior overflow relief channel, energu consumption. loading slope, military industry, weaving mills, cold storage plant, automobile industry, electronic industry express highway, etc

    倉庫、碼頭裝卸區、機械工廠、飛機停機坪、車庫、停車場、油料庫、地面、工礦溜槽、橋面、水庫溢洪池、裝卸斜坡、軍工企業、紡織業、冷凍庫房、汽車工業、電子工業、高速公等適金屬骨料要求的凝土地面。
  5. When the cement concrete pavement is opened to the traffic up to 3 ~ 5 years, especially when the wear resistance of the coarse aggregate is not good and the strength of the concrete pavement is not adequate, the wear in the original road surface will be more distinct in these cases. the phenomena of stripping, pit slot, surface pit, incompact and polish, filler damage and etc. usually happen in the cement concrete pavement. it will influence the traffic quality once the diseases appear in the cement concrete pavement

    本論文結東北高速黑龍江分公司項目《水泥凝土面白色薄層罩面技術的研究》展開工作,過大量的試驗研究,從以往國內的修復材料,國外的同類材料中,參考修復材料的技術標準,面養護維修手冊和凝土面修補技術要求,吸取已有材料的長處和特點,研製開發了kg水性修補材料和kg油性修補材料,過反復測試並做正試驗,研製出最優配方。
  6. And pays emphasis on analyzing the system structure and system flow, the core techniques, the channel characteristic and parameters of dvb - t system. the system adopts some core techniques such as cofdm, a lot of tps ( transmission parameter signalling ) insert and guard interval, and so on. so it can withstand high - level ( up to odb ), long delay static and dynamic multipath distortion

    論文首先描述了數字電視地面廣播的需求條件,技術難點和目前存在的問題,並重點分析了dvb - t系統結構流程,核心技術及系統特性和參數,該系統採用了cofdm (編碼正頻分多復用) ,大量導頻信號插入和保護間隔技術等核心技術,使之能抵抗高電平( 0db ) ,長延時的靜態和動態多徑失真,有利於數字和模擬電視的傳輸,它的多載波調制模式功能和性能在移動和便攜接收、同頻網等方面具有獨特的優勢。
  7. So foreign traffic software is not appropriate to our traffic condition. it is very important that the native or foreign traffic simulation & analysis software improve statuses are compared, on which we are able to develop the software for our mixed traffic in order to serve for its

    因此,對國內外模擬分析軟體的進展情況進行比較研究是極其必要的,在此基礎上才有可能開發出符我國流特性的模擬分析軟體平臺,為監管智能化提供決策支持服務,輔助監管和規劃等部門完成宏觀層面的全局管理控制和統一規劃。
  8. Whether original asphalt or bituminous mixture, test findings proved that homemade heavy traffic asphalt was as good as import asphalt

    試驗證明,國產重石油瀝青無論是從原樣瀝青還是從瀝青料來看,其品質都不比進口瀝青差。
  9. In this paper, the pce principle, method and technical achievement of traffic engineering in domestic and overseas from 1940 to 1993 are analyzed, compared and evaluated. moreover, the use condition and limitation of the studying achievement are elaborated. based on it, in view of the complexity of the vehicle kinds and mixed traffic in domestic highway traffic, the physics method on influence space of vehicle is put forward according to the achievement of studying the road capacity and the mass traffic observation data of 177 section of highway

    本文首先對1940到1993年以來,國內外在工程研究中涉及到的車輛當量換算系數計算的原理、方法和技術成果進行了分析、比較和評價,闡述了這些研究結果的使用條件和局限性。在此基礎上,鑒於我國公中車種多,車型復雜以及等的特點,過對我們以前研究行能力積累的成果和實地177個不同段所採集到的大量觀測數據的分析和研究,利用數理統計和隨機場理論,提出了一種汽車作用空間的物理分析方法來研究車輛當量換算問題。
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