有面層的 的英文怎麼說

中文拼音 [yǒumiàncéngde]
有面層的 英文
surfaced
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : 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...
  • : 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...
  • : 4次方是 The fourth power of 2 is direction
  1. Through the experimental research, we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam, however, if use elasticized capacity to solve blending technological problem. adjust the breed of fiber silk, extend its diameter, its paving capacity is still worth exploring, asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity, small gap rate. good water - resistance capacity, good hot - stability and simple construction technology. therefore. pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue. and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting. pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level, although the cost of building is higher than paving togongbu in the middle, the construction technology, crazing - resistance and water - resistance are better than togongbu, not only could reduce greatly the reflex of half - rigidity grass - roots unit material, long then the use lifespan of pavement, but also it is possible to reduce suitably the thickness of asphalt mixture layer, though the cast of building in the early days becomes more, in the long - term opinion, it have fully important technological and economical significance

    通過試驗研究認為:玻璃纖維瀝青碎石技術性能不如瀝青碎石好,但路用彈性性能較好,如能解決拌和工藝問題,調整纖維絲品種,增大其直徑,其路用性能仍值得探討,瀝青橡膠碎石結構變形性能和抗裂性能良好,空隙率小,防水性能好,熱穩定性較好,施工工藝簡單特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而開裂瀝青路良好罩材料,也是防止半剛性基收縮裂縫反射良好結構措施,在瀝青類路和半剛性基之間夾鋪瀝青橡膠碎石薄,雖然造價比夾鋪土工布高,但其施工工藝,抗裂性能和防水性能均優于土工布,不僅可以大大減少半剛性基材料反射裂縫,延長路使用壽命,而且可能適當減薄瀝青混合料厚度,雖然初期造價所增加,從長遠來看,具十分重要技術和經濟意義。
  2. This demonstrates that for propulsion - airframe integration, this genus of inlet would be advantageous in keeping the stability of boundary layer coming from the forebody

    一體化設計時,該進氣道對保持前機體來流附穩定性十分利。
  3. 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和瀝青效聯結、混合料本身良好抗沖刷性能和良好排水性能,利於瀝青下和排水基間接觸條件維持在連續狀態。
  4. The paper introduces the construction technique and quality control of the concrete ground container, the project uses the small machine - constructing method which vibrates beam and the vibrating spear unify, through example of key working procedure : the construction survey, the ground basic roller compaction, two ash zone constructions, the steel bar construction, the template construction, the concrete surface layer construction craft and the quality control, the small machine construction method prove to meet the project needs

    摘要介紹了混凝土集裝箱堆場施工工藝與質量控制,工程採用振動梁和振動棒相結合小型機械法施工,通過對關鍵工序如:施工測量、場區基碾壓、二灰施工、鋼筋施工、模板施工、混凝土施工工藝與質量控制,表明小型機械法施工能滿足工程需要,工程完成後符合驗收標準,滿足了業主使用要求,對于同類工程施工具借鑒意義。
  5. 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路用結構性能,並研究其路用性能改善措施,得出水泥粉煤灰穩定級配碎石基可明顯減小瀝青最大應力,經濟減輕和延緩瀝青路開裂,改善路結構長期使用性能。
  6. By extending the pyroelectric theory of a ferroelectric bilayer, we have presented the effective pyroelectric coefficient of a ferroelectric sandwich structure by use of the electrostatic theory. when the pyroelectric coefficient of the interface has a large deviation from that of the two - sided slabs and the dielectric constant of the interface is low, the effective pyroelectric coefficient of the sandwich structure may be one or two order higher than the largest pyroelectric coefficient of the components

    我們應用靜多結構鐵電系統物理性質研究摘要電場理論,推廣了鐵電雙熱電理論,給出了鐵電三明治結構效熱電系數,發現在界熱電系數與上下兩熱電系數差異較大,且界介電常數較小情況下,三明治這種復合結構材料效熱電系數比單一組份材料熱電系數可以提高一到兩個數量級。
  7. Abstract : based on the ahievement of epitaxial growth in several perovskite oxide films, we discuss the importance of substrate temperature ( ts ) and substrate material in the epitaxial growth of perovskite oxide thin films. influences of ts on growth orientation and epitaxial threshold temperature were observed. the results indicate that during the growth of the oxide films the phase formation and growth dynamics should be taken into consideration. the threshold temperature for epitaxial growth depends on the substrate materials. this demonstrates the influence of substrate material on the initial nucleation and epitaxial growth

    文摘:在成功地外延生長超導、鐵電、鐵磁等多種性質鈣鈦礦結構氧化物薄膜基礎上,討論影響氧化物薄膜外延生長一些因素.考慮到相形成和薄膜生長動力學,在利用脈沖激光淀積法外延生長氧化物薄膜中襯底溫度是十分重要工藝參數.襯底溫度對成相和生長薄膜取向都影響.考慮到薄膜是首先在襯底表成核、成相併生長.因此襯底材料晶格影響是不容忽視.觀察到襯底材料對薄膜外延生長溫度影響.在適當工藝條件下,利用低溫三步法工藝制備得到很強織構外延薄膜.這突出表明界相互作用對鈣鈦礦結構薄膜取向著相當大影響
  8. The study results reveal some laws : ( 1 ) two failure modes exist in different obliquity slope and influence the internal force of soil nailing ; ( 2 ) the connection between face shield and soil nailing determines the distribution of the axial force along length ; ( 3 ) the influence of face shield involves its connection with soil nailing and its stiffness on soil nailing wall ; ( 4 ) the transversal effect of soil nailing depended on the joint of nail head is little ; ( 5 ) the maximum axial forces of other soil nailings except the first soil nailing increase gradually with excavation

    研究表明: ( 1 )素土坡隨著坡角變化,存在兩種破壞方式,破壞方式不同,土釘受力狀態不同; ( 2 )土釘和連接方式決定著土釘長度方向上軸力分佈形態; ( 3 )主要通過與土釘連接和本身剛度兩個方對土釘內力和墻體變形產生影響; ( 4 )土釘橫向抗剪抗彎作用發揮程度和土釘釘頭連接方式關,但作用不大,實際設計時可以忽略其影響; ( 5 )隨著坡體開挖,第一排土釘最大軸力變化不大,其它土釘軸力都穩步增加。
  9. In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis

    本文通過flac限差分程序,分析了素土基坑和土釘墻體整體性能和內在機理,研究了土釘和連接變化、土釘表性能下降、土釘橫向抗剪抗彎作用、土釘漿體開裂、無、基坑開挖過程、基坑放坡角度等因素對土釘內力分佈和土釘墻變形影響。
  10. This paper analyzes how structure characteristic of old concrete pavement affects the load stress of asphalt overlay by the three dimensions finite element analysis program - adina. ( 2 ) the asphalt overlay design in rehabilitation of old cement concrete pavement asphalt overlay design not only relates the distress, structure characteristic, traffic and environment of the old pavement, but also requires reasonable mechanics model, correct material parameter, effective measure of preventing reflection cracking, and so on

    ( 2 )舊水泥混凝土路瀝青罩改造中瀝青罩設計舊路改造設計方法不僅涉及舊路損壞、結構狀況、交通狀況、環境因素,而且還需要合適力學分析模型、正確材料參數、防反射裂縫措施等,內容廣泛、復雜多變,至今尚未成熟設計方法。
  11. The building of semifinished product cabinet that i bought to have property right ( 6 - 7 ), 6 buildings 80 make the same score 7 buildings more 50 much smoother ( only gazebo is given other spends what money buys ), property right card came down now but above writing only only 6 are 130 much smoother did not mention the thing that has 7, why are 7 also i spend what money buys to delimit 7 area to 6 only in

    我買了一套產權毛坯閣樓房( 6 - 7 ) , 6樓80多平7樓50多平(只露臺是贈予其它都花錢買) ,現在產權證下來了但上只寫著只6是130多平沒提到7事, 7也是我花錢買為什麼只把7積劃到6里?
  12. 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,採用體積法設計級配不僅具較好水穩定性而且其它路用性能均滿足高速公路要求;綜合考慮壓實性能及路用性能,提出了瀝青路結構厚度與混合料最大粒徑合理比例為2 . 5 ;摻液體胺類抗剝落劑瀝青混合料經長期老化后其抗水損害能力衰減嚴重,而摻加消石灰混合料能顯著提高其抗水損害能力,且長期性能較好,是一種優良抗剝落劑。
  13. Fences - specification for organic powder coatings to be used as a plastics finish to components and mesh

    柵欄.第16部分:用作元件和網格塑料飾機粉末塗覆物規范
  14. The primary study contents as follows : acquire the superhigh strength and excellent duration by adoption of the confecting technique of high performance concrete ; reduce the penetrability of color facing layer and extend the fixed number of serve years of color stamped facing layer to a great extent by the basis of the compound optimum principle of materials and the technique of surface managing and coating ; realize onetime quick construction and tridimensional modeling of facing and foundation by printing principle and mould and by using subtly the flowing - changing characteristic effacing layer

    主要研究內容以下幾個方:採用高性能混凝土配製技術獲得彩色飾超高強度和優異耐久性;根據材料復合優化原理,通過表處理和罩技術,降低彩色飾滲透性,大幅度延長彩色印模飾使用壽命;借鑒印刷原理和模具造型並巧妙地利用飾流變特性,實現飾與基體一次性快速施工和立體造型。論文主要工作及研究成果包括以下幾個方
  15. The result that the experimental sector has stable wind flow and the characteristic of wind speed which makes the wind speed more consistent with real condition of the surface of land has the rule of logarithm, which is matched with the requirement of wind erosion experiment

    通過試驗驗證,風洞實驗段具穩定氣流場,且風速廓形滿足對數規律,符合自然大氣近地風速特徵,說明風洞滿足風蝕試驗要求。
  16. It is found to locate at the top of stationary vortex. considerable growth rate of the mode is found and is responsible for the transition of boundary layer

    它出現在流向速度型拐點處,著非常大增長率,並造成附轉捩。
  17. The bar sectional sizes are optimized to make the weight of the structure minimized under constraints of stress, displacement and local stability. at the second step, supposing the active displacement constraints of the first step keeping unchanged. a quadratic programming model that increases the structural rigidity is solved

    求解時分為兩,第一在給定節點位置下對桿件截進行優化,同時考慮了應力、局部穩定約束和位移約束重量最輕;第二假定截效位移約束作用不變,求解一個使桁架剛度增強二次規劃問題,獲得既不違反約束,又使目標函數不上升節點位置,再返回第一
  18. The paper use drucker - prager model as the constitutive model of soil, use pole module as the model of soil nails, use girder module as the model of soil - cement mixing piles, use goodman module as the model of interface, an iterative - increment method is used to solve nonlinear equation. 2. the paper has a further research on the influence of compound soil nailing behavior in the perspective and the axial strength of the soil nails of the effect of the stiffness of soil, the stiffness of soil - cement mixing piles, the width of soil - cement mixing piles, the length of nails, the angle of nails

    本文根據目前復合型土釘墻支護研究現狀和工程實際需要,採用限單元法對攪拌樁-土釘復合型土釘墻力學特性進行數值分析,本文主要工作內容以下幾個部分: 1 .利用同濟曙光限元軟體( geofba )對攪拌樁-土釘復合型土釘墻支護進行了非線性限元分析,在限元計算中,本文採用了drucker - prager模型作為土體本構模型,土釘採用了桿單元模型,攪拌樁和噴射混凝土組合體採用了梁單元模型,接觸單元採用了goodman單元模型,非線性求解方法為增量迭代法。
  19. Nasa - 37 transonic and nwpu - 1 subsonic rotors are calculated by using this program. results of calculation indicates that this program can admirably simulate rotor rows flow in axial compressors and distinguish passage shock, leakage vortex path and separation of boundary layer

    用該程序分別計算了nasa - 37跨音速轉子和nwpu - 1亞音速轉子,計算結果表明本文建立孤立轉子程序能夠較好模擬軸流壓氣機葉片排內流動情況,能夠捕捉通道激波和間隙泄漏渦軌跡以及葉片附分離。
  20. The test results showed that two methods effectively improved both macrostructure and microstructure of interfacial layer, and therefore, significantly improved bond performance

    研究結果表明,兩個設想均能效地改善新老混凝土粘結界宏觀與微細觀結構,使力學性能顯著提高。
分享友人