瀝青石灰 的英文怎麼說

中文拼音 [qīngdànhuī]
瀝青石灰 英文
asphaltic limestone
  • : Ⅰ動 (液體滴落) drop; drip; trickle Ⅱ名詞(液體的點滴) drop; drip; trickle
  • : 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...
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : Ⅰ名詞1 (物質燃燒后剩下的粉末狀的東西) ash 2 (塵土; 某些粉末狀的東西) dust 3 (特指石灰) lime...
  • 瀝青 : pitch; asphalt; bitumen; mineral resin; dacholeum; goudron; chian; pez; peucine; pitchblende
  • 石灰 : lime; kalk; chunam石灰焙燒 lime roasting; 石灰玻璃 soda lime glass; 石灰採石場 lime pit; 石灰漿[...
  1. Standard specification for hydrated lime for use in asphaltic - concrete mixtures

    混凝土混合物用熟標準規范
  2. The analysis of micro - climate site of the road greenbelt in the building process of expressway, a lot of calcareousness, powder of coal ash, asphaltum and stone were put into used. on one hand, it completely destroys the original soil structure, making the soil really barren, on the other hand, the rise of roadbed also affects the ground water to go up, making the soil very drought

    路體綠地立地條件分析高速公路在修建過程中,採用了很多的、粉煤塊等材料,一方面使原有的土壤結構被徹底破壞,土質十分貧瘠,另一方面路基抬高影響地下水位上升,土壤十分乾旱。
  3. So they had bricks for stone and asphalt for mortar.

    於是他們用磚代替頭,代替泥。
  4. In this paper, the author chooses five heavy - traffic asphalts and two typical aggregates ( limy stone and granite ) to study the relationship between the viscosity and the adhesion, or between the component and the adhesion of the asphalts

    本論文選用五種重交道路和兩種典型料(巖和花崗巖)來研究粘度和組分與粘附性的關系。
  5. Mix hydrated lime to modify adhesion of asphalt concrete and acid mineral aggregate

    摻消改善與酸性礦料的粘附性
  6. Analysis of asphalt properties influencing adhesion

    摻消改善與酸性礦料的粘附性
  7. 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,得出水泥粉煤穩定級配碎基層可明顯減小面層的最大應力,經濟有效的減輕和延緩路面開裂,改善路面結構長期使用性能。
  8. Limestone filler for bituminous paving mixtures

    鋪路混合料用填料
  9. Mineral aggregate is the most important factor to influence the moisture susceptibility of asphalt mixture while without additives, the granite is the worst which can ’ t meet the specifications, the basalt is good which can meet the specifications in some cases, the limestone is the best which can meet the specifications all time

    礦物集料的性質對混合料水穩定性影響最大,無添加劑時,花崗巖混合料水穩定性最差,不滿足使用要求;玄武巖混合料水穩定性中等,不一定總滿足使用要求;而混合料水穩定性最好,可以滿足使用要求。
  10. This project, through a great amount experiments, systematically and quantificationally discuss the different methods by which additives, including hydrated lime, protland cement, and anti - stripping agent, improve various moisture susceptibility of asphalt mixtures, and also have been evaluated effectively

    本課題通過大量實驗室試驗,系統地、定量地探討了包括消、水泥、抗剝落劑在內的多種添加劑改善各種混合料水穩定性的不同方法,並對這些方法進行了效果評價。
  11. The results showed that the gradation, which designed by volumetric methods, has perfect water - stability and other pavement performance also can meet the demands of expressway. by integrating compaction capacity and pavement performances, the optimal ratio of the structural layer thickness to the maximum particle - size is 2. 5. the water resistance of the mixture added amine type anti - stripping agent attenuates severely after long - term aging, but the mixture added hydrated lime not only can improve obviously the capacity of water resistance, but also has perfect long - term pavement performance

    研究結果表明,採用體積法設計的級配不僅具有較好的水穩定性而且其它路用性能均滿足高速公路面層的要求;綜合考慮壓實性能及路用性能,提出了路面表面層結構層厚度與混合料最大粒徑的合理比例為2 . 5 ;摻有液體胺類抗剝落劑的混合料經長期老化后其抗水損害能力衰減嚴重,而摻加消的混合料能顯著提高其抗水損害能力,且長期性能較好,是一種優良的抗剝落劑。
  12. Simultaneously, the distinct effect of every factor is studied in the paper. in this text, based on the lime - fly ash stabilized aggregates mixture design, the pavement behavior and performance of designed mixture is studied and contrasted with the mixture which is recommended by the design specification of highway asphalt pavement, including mechanical performance, stableness, anti - brushing performance, the anti - crack performance and fatigue performance

    在配合比設計的基礎上,研究了骨架密實型二的力學性能、穩定性能(水穩性和冰凍穩定性) 、抗收縮性能、抗沖刷性能和疲勞性能,並與《公路路面設計規范》推薦級配二混合料的路用性能進行了對比。
  13. The paper analyzed the mechanism of the early moisture damage on the basis of survey, had carried out a series of laboratory tests to study the prevention measures from three aspects, that were gradation of the surface course and compaction capacity and the anti - stripping performance of hydrated lime qua anti - stripping agent

    本文在調查的基礎上,通過分析路面早期水損害產生的機理,從路面表面層級配、壓實性能和以消作為抗剝落劑的抗剝落性能三方面對路面早期水損害進行了大量的室內試驗研究。
  14. The addition of hydrated lime as a mineral dust filler in asphalt hot mixes for the construction of roads, airports and other traffic areas

    在建設公路機場以及其他交通場所時,把熟作為礦物粉塵加入到的熱混合中
  15. 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面層連續施工的獨特性質。
  16. The aggregates gradation of lime - fly ash stabilized aggregates which is recommended by design specification of highway asphalt pavement is finer, so that the anti - bnishing performance and the anti - crack performance of lime - fly ash stabilized aggregates are worse

    《公路路面設計規范》中推薦的二穩定碎基層的集料級配偏細,導致其抗沖刷性能和抗裂性能較差。
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