馬歇爾試驗 的英文怎麼說

中文拼音 [xiēěrshìyàn]
馬歇爾試驗 英文
marshall stability test
  • : Ⅰ名詞1 [動物學] (哺乳動物) horse 2 (象棋棋子) horse one of the pieces in chinese chess3 (姓...
  • : Ⅰ動詞1 (休息) have a rest; rest; break 2 (停止) stop (work etc ); knock off 3 [方言] (睡)...
  • : [書面語]Ⅰ代詞1 (你) you 2 (如此; 這樣) like that; so 3 (那;這) that Ⅱ[形容詞后綴: 率爾而對 ...
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 馬歇爾 : elsie ruth marshall
  • 試驗 : trial; experiment; test
  1. Long term immersing marshall test and frozen - thaw cycle test were used to investigate the anti - stripping performance of andesite asphalt mixture using cement and anti - stripping agent

    摘要採取長時間浸水馬歇爾試驗和多循環凍融劈裂方法,對摻加了水泥、抗剝落劑的安山巖集料瀝青混凝土水穩定性能進行研究。
  2. The result indicates that in the case of constant content of asphalt, marshall stability, compression strength, rupture strength, compression modulus and rupture modulus of cement emulsified asphalt concrete would increase along with the increase in cement content ; in the case of constant content of cement, these index values would decrease along with the increase in asphalt content ; while with the increase of coarse aggregate, rupture strength and rupture modulus of the concrete would increase conspicuously, yet compression strength and compression modulus would have a little change

    結果表明:在乳化瀝青含量不變時,隨著水泥用量的增加水泥乳化瀝青混凝土的穩定度、抗壓強度、抗折強度、抗壓回彈模量、抗折回彈模量隨之增加;在水泥用量不變時,隨著乳化瀝青用量的增加相應的力學指標呈降低趨勢;礦料級配中粗集料含量增加后,混合料的抗折強度和抗折回彈模量有明顯增加,但抗壓強度和抗壓回彈模量變化不大。
  3. Experimental results of marshall remnant stability test, water susceptibility tensile strength ratio ( tsr ) test and rutting test show that graphite modified ecac possesses of high anti - water damage ability and excellent high - temperature stability, which is expected to apply as new - type pavement

    殘留穩定度、凍融劈裂和車轍表明石墨導電瀝青混凝土的抗水損害能力強,高溫穩定性能良好,可作為新型路面使用。
  4. Through the marshall experiment and the low temperature crazing - resistance intensity experiment, which work on the asphalt - rubber macadam, fiberglass asphalt macadam indoors, we have got various kinds of experimental data, carrying out experiment by means of the method of mathematical statistics, we have got various kinds of experimental data. dealing with the experimental data by means of the method of mathematical statistics, through contrast and analyzing, we have put forward the best suitable rate of the three asphalt macadam, hi the laboratory asphalt macadam, in the laboratory and the asphalt mixtures blending gathering plane, we have groped after paving technology of the asphalt - rubber macadam

    通過在室內對瀝青碎石,瀝青橡膠碎石,玻璃纖維瀝青碎石進行了馬歇爾試驗和低溫抗裂強度,得到了各種數據,應用數理統計的方法進行,得到了各種數據,應用數理統計的方法進行數據的處理,通過對比分析,提出了三種瀝青碎石的最佳配合比。在室和瀝青混合料拌和場摸索了瀝青橡膠碎石的攤鋪工藝。
  5. South high temperature and wet climate easily leads asphalt pavement to water damage, this writer participated in the guangdong meihe highway asphalt pavement construction, mainly through the asphalt mixture marshall immersion test, splitting freeze - thaw test anylyze asphalt mixture types and asphalt content ' s influences to the water stability, and gives the linear fitting relationship about the soaking remnants stability and freeze - thaw splitting strength and oil - stone ratio. and water stable indicators and the oil - stone ratio ' s second linear fitting relationship, finally stressed asphalt and asphalt amount significance to water stability

    摘要通過瀝青混合料的浸水馬歇爾試驗、凍融劈裂分析了瀝青類型及瀝青用量對瀝青混合料水穩定性的影響,並給出了浸水殘留穩定度與凍融劈裂強度與油石比的線性擬合函數關系,以及水穩性指標與油石比的二次函數關系,最後指出改性瀝青和瀝青用量對混合料水穩定性的意義。
  6. Content of asphalt, aggregate gradation, marshall stability, ratio of bitumen to aggregate and spalling adhesiveness are expatiated in terms of the stability of modified asphalt mixture at high temperature for ji - mu highway measured on the spot, and the rutting damage and control measures are also analysed

    摘要根據雞牡公路工程實踐,通過現場段割條測改性瀝青混合料高溫穩定性,闡述了瀝青含量、礦料級配、穩定度、油石比、礦料粘附性等,對車轍產生的危害,以及控制措施。
  7. Finally, this paper initially builds up a synthesis atsm design method for such areas. we sincerely hope the achievement of this research can be applied to settle the destructions and improve the performances of base course in perennially frozen soil zone

    研究中,採用改進的大型馬歇爾試驗成型件,研究結果表明,瀝青穩定碎石各項路用性能優良,能夠滿足多年凍土地區公路瀝青穩定基層的使用要求。
  8. Through the marshall test of fibers - reinforced asphalt mixture, this paper also concludes the law of the marshall test. and further on, offers the marshall design method of fiber - strengthened asphalt mixture. on the other hand, based on the test - road construction of fibers - reinforced asphalt mixture, the thesis puts forward the construction technology

    對纖維瀝青混合料進行馬歇爾試驗研究,得出了纖維瀝青混合料馬歇爾試驗指標的變化規律,提出了法的設計指標控制建議和纖維瀝青混合料配合比設計方法。
  9. The results of the tests of permeability, retain marshall stability, freeze - thaw split, fuel - resistance and texture depth showed that the agent used in this research reduced the level of damage due to moisture and fuel in asphalt mixtures, while with very little influence on the skid - resistance

    滲水、浸水馬歇爾試驗、凍融劈裂、抗油性能以及表面構造深度的結果表明防水抗油劑能夠極大地提高瀝青混凝土的水穩定性和抗油污性能,同時不影響路面的抗滑性能。
  10. This text primarily discussed the test method that adapt to the specification and ability of cement - emulsified asphalt concrete, it recommended the test method and adding in proper order that the fit admixtrue corrects mstthus test furtherly, then, it brought up the best match of cement - emulsified asphalt concrete through the test, and explained the influence of heat stability with earlier period strength when adding a certain rate of cement into emulsified asphalt concrete, finally studied fisrt the strength of that material to become the principle with technique economy analysis

    本文主要是先討論了適合水泥乳化瀝青混凝土材料性能特點的實方法,推薦了合適混合料進一步修正的測方法及加料順序,然後,通過該實提出了水泥乳化瀝青的最佳配合比,並說明了在乳化瀝青混合料中加入一定比例水泥后對乳化瀝青混合料高溫穩定性和早期強度的影響,同時對一段舊路進行補強,摸索了該用材料施工路面的過程及方法,最後初步探討了該材料的強度形成機理和技術經濟分析。
  11. Thirdly discussing the rationality of design indexes and the restricted zone, searching the relationship between the effect and beat numbers of marshall, founding the relationship between specimens made by gyratory compactor and by marshall compactor

    並對superpave控制混合料的體積指標、禁區和控制點存在的必要性、擊實次數對擊實效果的影響、擊實和旋轉壓實的關系進行了探討。
  12. Different from marshall method, gtm can imitate the actual situation of the interaction between wheel and ground, and in response to stress, it can make its density to attain the actual function of wheeling on the road, and we can design the suensity and ratio of mixture

    的方法不同,它可以最大限度地模擬車輪同地面相互作用的實際情形,根據接觸應力的大小,通過旋轉壓實件,使其密度達到車輪實際作用於路面時產生的最大密實度,來設計合乎要求的瀝青混凝土路面的密實度及混合料的配合比。
  13. By series of linear and nonlinear mechanical analysis of the road pavement, and together with series of plate - bearing test and stress test in place, we elicit that marshall mix design method is not fitful for asphalt pavement design. the mechanical property between the asphalt layers is a problem of contact. the contact nonlinear finite element method can get more credible solution than linear finite element method or layer theory does

    通過對段路面的線性、非線性力學計算和現場承載板得出:馬歇爾試驗不能如實反映實際路面的受力性能;瀝青混凝土結構層之間通過接觸傳遞應力,接觸非線性模型比層狀彈性體系模型更符合實際,接觸非線性有限元計算結果可以較準確地反映實際路面的力學特性。
  14. Standard test method for resistance to plastic flow of bituminous mixtures using marshall apparatus 6 inch - diameter specimen

    儀器測瀝青混合料的抗塑料流動性的標準方法
  15. This article researches the different results of marshal experiment for having used different type and dosage of fibre in asphalt mixture at no. 106 national highway in the north of hengshui, analyzes the fibre ' s effect on the result of marshal experiment and the reasons, and concludes the change pattern of indexes of marshal experiment, providing reference for the design and construt of the fibrasphalt concrete construction, and give the example of popularizing such road surface construction

    摘要對國道106線衡水北段纖維瀝青混凝土中所採用不同類型纖維及纖維用量的瀝青混合料馬歇爾試驗結果進行研究,分析纖維對瀝青混合料馬歇爾試驗結果的影響及原因,從中得出纖維瀝青混合料指標的變化規律,為纖維瀝青混凝土路面結構的設計和施工提供參考依據,並為推廣纖維瀝青混凝土路面結構做出嘗
  16. The paper through making marshall and the wheel rut test sample joining the fiber in the asphalt concrete, carries on a series of experiments and studied the asphalt concrete to mix the textile fiber by the marshall stability, the water stability, the high temperature stability, the low temperature crack resistance energy, and carries on the contrast analysis to the ordinary dense gradation asphalt concrete of the performance

    摘要通過將纖維加人瀝青混凝土中製成和車轍件,進行一系列的,研究瀝青混凝土摻纖維后的穩定度、水穩定性、高溫穩定性、低溫抗裂性能,並與普通密級配瀝青混凝土進行路用性能的對比分析。
  17. Bituminous mixtures - test methods for hot mix asphalt - marshall test

    瀝青混合料.熱混瀝青混合料的方法.馬歇爾試驗
  18. Bituminous mixtures - test methods for hot mix asphalt - part 34 : marshall test

    瀝青混合物.熱混瀝青的方法.第34部分:馬歇爾試驗
  19. Bituminous mixtures - test methods for hot mix asphalt - part 34 : marshall test ; german version en 12697 - 34 : 2004

    瀝青混合物.熱混合瀝青的方法.第34部分:
  20. Limited data indicate that ms0 and tsr are in a relationship of 1 : 0. 93 on average, that is the value of ms0 is larger than tsr

    馬歇爾試驗殘留穩定度ms0與凍融劈裂殘留強度比tsr之間有一定關系,在大多數情況下, ms0值高於tsr ,平均是1 : 0 . 93的關系。
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