薄層土 的英文怎麼說

中文拼音 [céng]
薄層土 英文
dwarf soil
  • : 名詞[方言] (浮萍) duckweed
  • : 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...
  • 薄層 : sheet; thin layer; seam; thin wall; leaf; flash; lamelli; lemell-; lamin-
  1. A pair of new inodorous halfsilk black ladies hose, a pair of new violet garters, a pair of outsize ladies drawers of india mull, cut on generous lines, redolent of opoponax, jessamine and muratti s turkish cigarettes and containing a long bright steel safety pin, folded curvilinear, a camisole of baptiste with thin lace border, an accordion underskirt of blue silk moirette, all these objects being disposed irregularly on the top of a rectangular trunk, quadruple battened, having capped corners, with multicoloured labels, initialled on its fore side in white lettering b. c. t. brian cooper tweedy

    一雙嶄新沒有氣味半絲質的黑色女長筒襪,一副紫羅蘭色新襪帶,一條印度細軟棉布做的大號女襯褲,剪裁寬松,散發著苦樹脂素馨香水和穆拉蒂牌耳其香煙的氣味,還別著一根鋥亮的鋼質長別針,折疊成曲線狀。一件鑲著花邊的短袖麻紗襯衣,一條藍紋綢百褶襯裙。這些衣物都胡亂放在一隻長方形箱蓋上:四邊用板條釘牢,四角是雙的,貼著五顏六色的標簽,正面用白字寫有首字b . c . t布賴恩庫珀特威迪。
  2. 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:玻璃纖維瀝青碎石的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,調整纖維絲的品種,增大其直徑,其路用性能仍值得探討,瀝青橡膠碎石結構具有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,施工工藝簡單的特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而開裂的瀝青路面的良好罩面材料,也是防止半剛性基收縮裂縫反射的良好結構措施,在瀝青類路面面和半剛性基之間夾鋪瀝青橡膠碎石,雖然造價比夾鋪工布高,但其施工工藝,抗裂性能和防水性能均優于工布,不僅可以大大減少半剛性基材料的反射裂縫,延長路面使用壽命,而且可能適當減瀝青混合料面的厚度,雖然初期造價有所增加,從長遠來看,具有十分重要的技術和經濟意義。
  3. Discrimination of elecampane in shuangjinweiyanglin capsule with thin - layer chromatography

    雙金胃瘍靈膠囊中木香的鑒別
  4. The results of soil trough experiment indicated that, the flow velocity and froude number would add when the rainfall splash intensity rose ; the flow depth and resistance coefficient would decrease when the rainfall splash intensity increased

    槽試驗結果表明:壤坡面水流流速和弗汝德數隨雨滴打擊強度的增加而增加,水深、阻力系數隨雨滴打擊強度的增加而降低。
  5. In this paper, the rapid repairing method using cement concrete lamina is presented, two key designing parameters are analyzed : the interfacial bonding strength of new and used concrete and the shearing stress in interface

    本文闡述了水泥混凝路面快速修補的方法,研究了修補中兩個重要設計參數:新老混凝界面抗剪粘結強度和新老混凝粘結面剪應力,並進行了新老混凝界面抗剪粘結強度試驗和混凝收縮試驗。
  6. Study on thin - layer element and application in fem analysis of rccd dams

    探討碾壓混凝單元有限元分析法
  7. The rapid repairing method using cement concrete lamina is a new method of repairing concrete pavement

    水泥混凝路面快速修補方法是近年新出現的水泥混凝路面修補方法。
  8. The cement concrete pavement that was constructed early has continually come into the damage period. the phenomenon also happens in the newly constructed pavement

    但是,目前水泥混凝路面快速修補還沒有系統的設計理論,基本上套用普通水泥混凝路面修補設計方法。
  9. 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

    本論文結合東北高速黑龍江分公司項目《水泥混凝路面白色罩面技術的研究》展開工作,通過大量的試驗研究,從以往國內的修復材料,國外的同類材料中,參考道路修復材料的技術標準,路面養護維修手冊和混凝路面修補技術要求,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,通過反復測試並做正交試驗,研製出最優配方。
  10. By drilling to weak position, the jet - grouting technique breaks through and mixes with soil and stone of dam foundation to form diaphragm - wall

    高壓噴射灌漿可由鉆機鉆孔至需處理的弱部位,通過高壓射流的沖擊攪拌,水泥漿在噴射范圍內與地石顆粒摻混攪合后形成防滲墻。
  11. Among these, yellow soil account for 80 % of the total area soil depth has negative relation with slope

    厚度與坡度呈負相關,而在母巖傾角大的地帶,由於坡度大的增大以薄層土壤居多。
  12. The papers and technical reports about the oil tank foundation treatment shows that in our country abundant experiences have been built up in dealing with the soft clay foundation, while there were few cases for sand foundation. analyzing the geological condition, the author proposed that the foundation soils at shuguang pump station belong to high - permeability sand layers

    根據曙光泵站地區的地質條件,論文認為該區主要是一套以高透水性的砂類為主的地,粘性且富夾粉細砂,地基的水平向與垂直向排水條件良好。
  13. Four types of constitutive models are provided by the code : linear elastic model, duncan - chung model, nonlinear elastic model taking stress path into account and modified three - element model. contact element is used to simulate possible sliding between soil and structure. with this code, analysis is made concerning the pore pressure dissipation, lateral deformation of the support, ground settlement, bottom heave, and variation in earth pressure and support forces ; both effects of consolidation and coupled effects of consolidation and creep are considered ; furthermore, different combinations of cohesion, permeability and excavation width are elaborated

    該程序採用了更合理的開挖荷載的計算方法,可以引入線彈性、鄧肯張非線彈性、考慮應力路徑的非線性彈性和修正三元件模型等四種本構模型,並在擋墻和之間設置接觸面單元以模擬體和墻體在開挖過程中可能產生的滑移。
  14. Several classical methods of interface element, soil behaviors and structure characters are presented in this paper. the author made great effort on the modeling of the interface element and the underground structure element, while considering the soil obey the mohr - columnb yielding principle, modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile, proposes a kind of board element. some examples are presented in the paper to test these new concepts and corresponding formulas

    本文在總結已有的結構與相互作用問題中的接觸面單元形式、的本構關系以及結構的數值模擬方法的基礎上,對滿足摩爾庫侖屈服條件的體材料用常規的單元模擬進行了更加深入的驗證,在已有實心矩形截面樁與相互作用描述模式的基礎上推導了壁筒樁用梁模擬時與相互作用分析模式,和考慮與相互作用時用板單元模擬地下連續墻的分析方法。
  15. Asphalt - wearing course and base courses : thin layer asphalt concrete - definition - classification - characteristics - manufacturing - laying

    瀝青路面.行車路面和底.瀝青混凝.定義.分類.特性.生產.鋪設
  16. On the basis of collecting and analyzing the restoring technology data of the bridge decks pavement at home and abroad, the author chooses polymer and steel fiber concrete as a material quickly restoring the thin - layer bridge deck pavement

    在搜集和分析國內外混凝橋面鋪裝修補技術的基礎上,選取聚合物鋼纖維混凝作為快速修復橋面鋪裝的材料。
  17. Soil dynamic analysis by the thin - layer element method

    基於單元法的動力分析
  18. The test results confirm that ferrocement can be used to significantly increase the flexural capacity, raise crack - resisting capacity and improve the bending stiffness of rc beam

    試驗結果表明,鋼絲網復合砂漿可以明顯地提高鋼筋混凝梁的抗彎承載力,提高抗裂性能,增強構件的抗彎剛度。
  19. In a word, we can conclude from the test results and the theoretical analysis that using polymer cement mortar as lamella repairing layer of the cement concrete pavement has both economic benefits and social benefits

    試驗結果和理論分析表明,利用聚合物水泥砂漿對水泥混凝路面進行修補,具有很強的操作性和推廣性,既有一定的經濟效益,又有一定的社會效益。
  20. Soil detachment by shallow flow on slopes

    坡面水流的壤分離實驗研究
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