瀝青面層 的英文怎麼說

中文拼音 [lìqīngmiàncéng]
瀝青面層 英文
asphalt covering
  • 瀝 : Ⅰ動 （液體滴落） drop; drip; trickle Ⅱ名詞（液體的點滴） drop; drip; trickle
  • 青 : Ⅰ形容詞1 （藍色或綠色） blue or green 2 （黑色） black : 青布 black cloth; 青牛 black ox3 （年輕...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 瀝青 : pitch; asphalt; bitumen; mineral resin; dacholeum; goudron; chian; pez; peucine; pitchblende
  1. The effective adhesion of permeable base and asphalt pavement, good residence of scouring property of mixture and good drainable property are benefit for undersurface of pavement and permeable base course to keep good successive contact condition

    大孔隙水泥穩定碎石排水基層和瀝青面層的有效聯結、混合料本身良好的抗沖刷性能和良好的排水性能，有利於瀝青下面層和排水基層的層間接觸條件維持在連續狀態。
  2. By a great number of tests indoors, the theoretic analysis of microstructure and fracture mechanics, tests on the test - road, after the analysis of road - related performances of cement - bound crushed stones base and the study for improvement, the conclusion is put forward, that applying the cement fa - bound crushed stones base can obviously minish the maximal stress of asphalt pavement, lighten and stay cracks in the asphalt pavement effectively and economically so as to improve long - term performances of the structure of pavement

    通過大量室內試驗、微觀結構和斷裂力學理論分析，鋪築試驗路段現場檢測，分析水泥穩定級配碎石基層的路用結構性能，並研究其路用性能的改善措施，得出水泥粉煤灰穩定級配碎石基層可明顯減小瀝青面層的最大應力，經濟有效的減輕和延緩瀝青路面開裂，改善路面結構長期使用性能。
  3. Pavement cold - in place recycling is a new technique of form pavement structure, it include three steps : the fist step is the processing of old asphalt pavement material including asphalt pavement and parts of road base material, then add some new bone - material or thin material to these material according to the characteristic of cold recycling structure, at the same time add some water and in addition matter according the quantity of material, at last deal with these material in environment condition to form an new structure

    路面冷再生技術就是將舊瀝青路面材料（包括瀝青面層和部分基層材料） ，經過杴刨加工進行重復利用，並根據再生后結構層的結構特徵，適當加入部分新骨料或細集料，按比例加入一定量的外加劑和適量的水，在自然環境下連續完成材料的一系列加工工藝，重新形成結構層的一種工藝方法。
  4. By structural analysis and calculation for original highway structure without permeable layer, the critical modulus of base have been obtained which makes asphalt pavement fill different allowable stress criterion. by structural analysis and calculation for different highway structure with permeable layer, critical modulus of permeable base course are obtained to make asphalt pavement fill different allowable stress criterion. the paper also presents the tendency of structure response of different highway structure with drainable layers mainly depends on the thickness of asphalt pavement, the thickness and the critical modulus of permeable base

    對于不設排水層的原路面結構，通過結構計算得出對應于不同的瀝青面層容許應力值時所需的基層臨界模量值；對于加設排水層的路面結構，通過結構計算得出對應于不同的瀝青面層容許應力值時所需的排水基層臨界模量值；加設排水層的路面結構的結構反應的變化趨勢主要取決于瀝青面層厚度、排水基層厚度和排水基層臨界模量值。
  5. Based on the studies, it is proved that lime fly - ash mixture is provided with more time to compact during construction compared with other base materials in forming even higher structure strength but not in reducing strength within 1 ~ 3 days period of time. meanwhile, structure strength of the mixture which has been destroyed by some reasons can be recovered in a great extent if original structure is regained. on the other hand, during the high temperature summer season or under other conditions promoting the mixture to form strength, continuous construction process between lime fly - ash base course and bituminous pavement can be carried out to complete the building process in short time

    確認二灰基層材料與其它類型的基層材料相比，在施工時具有較長的施工碾壓成型時間，在一定時間里延遲成型的二灰基層強度不僅不降低，反而還有一定程度的提高；與此同時早期受到破壞的二灰材料在恢復整體性的條件下，結構強度能夠在很大程度上得到再恢復；另一方面，在夏季高溫季節以及在強化基層強度形成的前提下，二灰類基層和瀝青面層可以採用連續施工的方式在較短的時間里完成路面鋪築工作。
  6. Based on main factors influencing degree of level for bitumen road surface under construction, the paper puts forward measures to improve degree of level of bitumen road surface for urban road construction including how to practice seal construction, how to choose suitable machinery and technology and how to handle cross wide contact seam

    摘要根據影響瀝青面層施工平整度的主要因素，從實行封閉式施工、選擇先進適用的攤鋪機械和攤鋪工藝以及橫向接縫的處理3個方面，提出提高城市道路瀝青面層平整度的措施。
  7. Structure design of overlaying composite asphalt pavement on old cement concrete pavement of expressway

    高速公路舊水泥混凝土路面加鋪瀝青面層結構組合設計
  8. Study of bituminous overlay on old cement concrete pavement

    舊水泥混凝土路面加鋪瀝青面層的研究
  9. Study on technology of laying asphalt surface course on cement concrete pavement

    水泥混凝土路面加鋪瀝青面層技術研究
  10. The influences of interfacial condition and reinforcement on the asphalt pavement behavior under symmetrical, eccentric loads or loads with horizontal

    土工筋材與上下瀝青面層、半剛性基層的界面結合狀態直接影響到其加筋效果的發揮。
  11. In order to analyze the base stress of such a new type pavement whichasphalt surface goes upon lean concrete base, calculating the load stress without asphalt surface through fem firstly, and then analyzing the effecting of asphalt surface ' s thickness based upon elasticity theory, and finally the formula of calculating load stress of lean concrete base with asphalt surface worked out according to the previous data

    摘要為分析貧混凝土基層瀝青路面新型路面結構的基層應力情況，通過有限元分析方法計算貧混凝土基層的荷載應力，並利用彈性層狀體系理論分析瀝青面層厚度對其影響，由此推導出基層荷載應力的計算公式。
  12. The causation of main defects is analyzed from the view of design and improvements are suggested from the structural design, such as the test and determination of basic data of pavement design, rational selection of raw materials, adopting appropriate aggregate sizes, improving blend design method, rational selecting the thickness of asphalt layer and reinforcing the binding between the asphalt pavement layer and the base layer to further improve the operational function of the asphalt pavement and reduce the occurrence of traffic accidents

    通過對高速公路瀝青路面的主要病害成因從設計角度進行分析，提出應從完善路面設計基礎數據的測試與確定方法、合理選擇原材料、採用合適的礦料級配、完善配合比設計方法、合理選擇瀝青面層厚度、加強瀝青面層層間及與基層的粘結等途徑完善瀝青路面結構設計，以進一步提高瀝青路面的使用功能，減少道路交通安全事故的發生。
  13. Reason analysis on water - destroy on asphalt pavement of expressway

    高速公路橋面瀝青面層水破壞初探
  14. Study on the variability of materials parameter in wuhuang highway heavy - repairing project

    武黃大修工程瀝青面層材料變異性研究
  15. The material of cement - treated aggregate based on new strength standard has the enough strength and little shrinkage that is helpful to decrease shrinkage crack of cement - treated aggregate and reflective crack of asphalt layer

    經試驗驗證，根據該標準所確定的水泥穩定碎石基層的級配組成、強度均符合要求，且收縮量小，致使其收縮裂縫減少，瀝青面層的反射裂縫也相應減少。
  16. Specification - dense tar surfacing for roads and other paved areas

    道路及其他鋪砌區用稠焦油瀝青面層規范
  17. Asphalt. surface course and binder course. high modulus asphalt concrete. definition. classification. characteristics. manufacturing. laying

    瀝青.面層及瀝青路面的中間層.高模量瀝青混凝土.定義.分類.特性.生產.鋪敷
  18. Based on above research results, mechanism of the mixture features is studied by some methods, such as chemical analysis, electron microscope and x - raying and so on to explain the characteristic principle. research conclusion confirms it is the high content of useful fly - ash composition and the high structure polymeric degree that lime fly - ash mixture not only can present possibility of delayed base compaction and strength regeneration compared with other base materials but also can take continuous construction process to compact base course and pavement

    認為正是粉煤灰具有的高比例有效成分含量，以及結構上呈現的高度聚合的穩定性，使粉煤灰石灰混合料與其它常見的半剛性基層材料相比，不但能表現出顯著的碾壓成型的可延遲性、結構強度的可恢復性，而且還具有在一定條件下能夠採用基層和瀝青面層連續施工的獨特性質。
  19. Comprehensive harnessing technology of old cement concrete pavement covered with asphalt surface course

    舊水泥混凝土路面加罩瀝青面層綜合治理技術
  20. In the second part of the paper, the bridging effect of reinforcement and factors influencing it as the crack in half rigid base course propagates into the asphalt layer are explored deeply

    本文第二部分，對半剛性基層裂縫擴展至瀝青面層后加筋所發揮的橋聯效應及其影響因素進行了深入的探討。
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