自然凝結 的英文怎麼說

中文拼音 [ránníngjiē]
自然凝結 英文
natural condensation
  • : Ⅰ代詞(自己) self; oneself; one s own Ⅱ副詞(自然;當然) certainly; of course; naturally; willin...
  • : Ⅰ形容詞(對; 不錯) right; correct Ⅱ代詞(如此; 這樣; 那樣) so; like that Ⅲ連詞[書面語] (然而)...
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • 自然 : 自然at ease; natural; free from affectation
  1. In that sort of half reverie which permits one to participate in an event and yet remain quite aloof, the little detail which was lacking began obscurely but insistently to coagulate, to assume a freakish, crystalline form, like the frost which gathers on the windowpane

    這種迷迷糊糊的幻想狀態既允許一個人置身於一個事件之中又叫他保持冷漠,在這種狀態中那尚未可知的小小細節開始模糊而又執著地聚,形成怪異的晶體,像窗子上的霜,那些霜樣的晶體顯得這么怪誕,這么徹底無拘無束,這么奇形怪狀,而它們的命運卻要由最最嚴酷的法則操縱,而我心中產生的感情亦是一樣。
  2. During natural condensation part of the particle population become activated and grow into cloud or fog droplets while the remainder remain inactivated.

    自然凝結過程中,部分粒子活化並生長成雲或霧滴,而餘下部分保持沒有活化。
  3. Considering the nonuniqueness and instability of ultrasonic computerized tomography for structural concrete as well as the ultrasonic transmission characteristics in concrete, a natural weight matrix with dear physical meaning was introduced in the inverse algorithm

    摘要針對混土超聲波層析成像果不唯一和穩定性差的問題,首先依據超聲波在混土中的傳播特點,在反演演算法中引入物理意義明確的權矩陣,對走時較小的射線和射線較密的成像單元加以重權。
  4. Different algorithms were compared in the numerical simulation and model experiment of concrete velocity inversion the results showed that, compared with the least - square solutions and the damped least - square solutions, the damped and natural weighted least - square solutions reflected the inner defections of the tested object more reliably and exactly due to the usage of correct priori information, which benefited the suppression of noises and made the iterations of inverse stable and convergent

    果表明,相對于最小二乘法和阻尼最小二乘法,基於權的加權阻尼最小二乘演算法,由於利用了正確的先驗信息,不但使反演過程收斂,而且具有數值穩定、抗噪能力強的優點,其成像果能真實有效地反映對象內部缺陷,因此更適用於混土的超聲波速度反演。
  5. Analysis for the product hydration process of natural maintenance show tailings and quartz sand surface is advantage for the major influence of hydration outcome in jing pei generate " base role ", do not participate in chemical reaction basically, while steam temperature and pressure for hydration structure and form of low silicon - tailings aerocrete have obvious influence, it is why the compressive strength of two products have obvious difference

    養護的製品水化過程分析的研究表明,尾礦和石英砂表面對於水化產物的主要影響是利於晶胚生成的「基底作用」 ,基本不參與化學反應,而蒸壓溫度和壓力對低硅尾礦加氣混土水化產物的構、形態有著明顯的影響,導致兩種製品的抗壓強度有明顯差別。
  6. The result shows that the compressive strength of concrete under natural variational low temperatural curing is higher than the compressive strength of concrete under permanent low temperatural curing and the pore porosity under natural variational low temperatural curing is less than the compressive strength of concrete under permanent low temperatural curing ; the compactibility of concrete is good with fa ( < 15 % ) and sf ( < 8 % )

    果當摻合料摻量相同時,變低溫( - 15 ~ 5 )養護條件下混土抗壓強度高於恆低溫( - 10 )養護條件下混土抗壓強度,孔隙率要低於恆低溫( - 10 )養護條件下混土的孔隙率;當單摻粉煤灰時摻量低於15 % 、單摻硅灰時摻量低於8 % ,低溫混土的密實性較好。
  7. The main content is : splitting tensile experiments were carried out about the standardized cube bonding specimens ( 150x 150x 150mm3 ) of the new - old concrete after high temperature. the temperature is divided into 9 groups from normal atmospheric temperature to 900, the cooling styles are natural cooling and spraying water cooling ; different interfacial treating methods : brushed with steel - wire brush, man - made chiseling ( not evenly ), man - made chiseling ( quite evenly ) ; different interfacial agents : no interfacial agent, neat cement paste, cement paste mixed with 10 % expanding agent

    主要內容有:本文對75個高溫作用后的標準立方體新老混土粘試件進行了劈拉試驗,溫度從常溫到900c分9個溫度段,降溫方式分冷卻和噴水冷卻兩種。著重考察了溫度、降溫方式、界面粗糙度及界面劑對新老混土粘劈拉強度的影響規律,闡述了高溫后粘強度下降的機理。
  8. Tiger eye is a beautiful quartz gemstone that is found in western australia, south africa, united states, canada, india, namibia, and burma. the foremost important source of tiger eye is the mines in south africa. it is a lustrous yellow to brown color and has the look of glass with a white streak running through it

    它是界的青石棉或藍石棉被二氧化碳硅膠體強烈交代和膠后所形成的呈棕、褐、黃、藍等顏色,具有絹絲光澤的緻密堅硬的石英質巖石,因為成份已變成石英,其硬度也上升為7 ,比重下降為3
  9. In this thesis, first, reasons and factors for the stability of loose rock dams were summarized according to the field surveys and certain expert ' s experiences. then, researches on block stability problems were reviewed, and according to the relationship between grain size and incipient velocity, it is found that the block weight is in direct proportion to 6 - 9 power of incipient velocity, and 50 % increase of the velocity will result in about 40 times change of the block weight. after that, experiments were conducted in a flume, focusing on the relationship between incipient velocity and some main factors including block weight, water depth over the dam, cross - section size, block material and river bed material

    本文首先根據散拋石壩損毀情況的現場調查資料,合有關專家多年的整治經驗,總出壩體的損毀原因及影響因素;對現有塊體穩定性的研究成果進行回顧和總,並針對散拋石壩的直接損毀現象,合山區河流的水流、地形特點,利用塊體粒徑與起動流速的關系,提出塊體穩定重量與起動流速高次方成正比的概念,流速50的增長可能導致塊體穩定重量接近40倍的變化;通過二維變坡水槽試驗,研究了壩體穩定的主要影響因素,包括塊體重量、壩頂水深、斷面尺寸、塊體材料(塊石和卵石兩種) 、護底等,果表明對于山區河流,試圖僅僅通過增加壩體單個塊體重量或斷面尺寸來提高壩體穩定性效果甚微;最後,根據西部地區的、經濟、交通等條件,提出可以採用柔性混土鉸鏈體等一類整體性較好的護面層作為散拋石壩的防沖毀措施,以期取得良好的工程效果。
  10. This paper is a part of the country s grave foundational research subject ( climbing project b ) and country s natural science fund item ( 59778045 ) < < study on mechanism of adherence of new and old concrete > >

    本文屬國家基礎性研究重大項目(攀登計劃b ) 《重大土木與水利工程安全性與耐久性的基礎研究》之5 . 2 ( 1 )課題及國家科學基金項目( 59778045 ) 《新老混土的粘機理研究》課題子項。
  11. The temperature from amorphous to crystal of tungsten oxide sol - gel films with catalyst is increased and the reason is in studying. as results of tunnel scan - afm, both pt sputtered tungsten oxide films and pt sputtered tungsten oxide sol - gel films there is distinct and out - of - order parallel line structure on the surface of amorphous. molecules of the sample tend to tetrahedron and the former has more planarer structure

    隧道-原子力顯微鏡測試果表明:非晶態時,磁控濺射摻鉑薄膜樣品表面和溶膠膠摻鉑樣品表面都有明顯的平行線狀構,長程無序,分子趨於四面體構,只是前者比後者表面較平整;晶態時,磁控摻鉑樣品在生長面上原子呈平面分佈,長程有序,溶膠摻鉑樣品則呈wo6面心構。
  12. For example, frp reinforced concrete is used to support or surround magnetic resonance imaging ( mri ) medical equipment, and frp is also used for the constructions of some seawalls, industrial roof decks, base pads for electrical and reactor equipment, anchor in rock and ground engineering and concrete floor slabs in aggressive chemical environments in order to promote the wide usage of frp and frp reinforced concrete structures, financed cooperatively by nationa l natural science foundation ( item : the research on mechanical performance of frp reinforced concrete beam reinforced ; number : 59978046 ) and henan illustrious youth science foundation, connected with the analysis methods of modern steel reinforced concrete structure, the thesis further studies the flexural performance of frp reinforced concrete beam through the systematic study on experimental data got from this kind of beams, systematically establishes the theoretical calculating system of the flexural performance of frp reinforced concrete beam in cooperation with the up - to - date analytical methods for reinforced concrete, which suits the properties of frp

    例如,纖維增強塑料筋應用於支撐和圍繞磁共振成像醫療設備的混土中及海堤、工業頂棚、電設備、反應設備的基座、巖土工程中的錨桿、侵蝕性環境的混構等海洋工程、橋梁工程、路面工程、巖土工程、醫療及化工工程的建設。為了推動纖維增強塑料筋及其混構在工程中的廣泛應用,本文在國家科學基金(項目名稱:纖維增強塑料筋混土梁力學性能的研究;編號: 59978046 )和河南省傑出青年基金的資助下,通過對纖維增強塑料筋混土梁正截面受彎性能試驗數據的系統分析,合現代鋼筋混構學的分析方法,對纖維增強塑料筋混土梁正截面受彎性能進行了深入的研究,較系統的建立了適合於纖維增強塑料筋特點的纖維增強塑料筋混土梁正截面受彎性能的理論計算體系。
  13. The 23 - storey hotel covers 40 - mu of land, 30 percent of which is covered by trees and flowers, and the total building area adds up to 46, 000 square meter ; the hotel architecture combines beautiful scenery of nature of the coastal and garden surroundings with modern european building design to form a resort environment of leisure and comfort

    佔地40畝,樓高23層,建築面積4 . 6萬平方米,綠化覆蓋率達30 ;樓體建築掩映于綠蔭花園之中,聚歐美設計時尚,薈萃熱帶濱海風情,是與合的典範
  14. The keys to construct university characteristics as below : 1. refining school - running conception to form school - running idea characteristics ; 2. adopting the good points and avoid the shortcomings to construct subjects and specialties characteristics ; 3. paying attention to quality education to display talent training characteristics ; 4. integrating humanity with nature to construct campus environment characteristics ; 5. insisting on science and criterion to construct management characteristics

    培植大學特色,其關鍵在以下幾點: 1練辦學理念,形成辦學思想特色; 2堅持揚長避短,構建學科專業特色; 3注重素質教育,彰顯人才培養特色; 4人文與合,打造校園環境特色; 5堅持科學規范,構建管理特色。
  15. This paper presents design principle and method of asphalt concrete pavement typical construction and cement concrete pavement typical construction, formulates typical construction drawing of two type pavement and workouts pavement typical construction computer aided design, by summarizing and absorbing research production of home and abroad, considering different natural conditions, grade of road and traffic volume in ningxia, and collecting a mass of engineering datum, calculating and checking

    本文通過總與吸收近年來國內外路面典型構的研究成果,考慮寧夏地區不同的條件、道路等級和行車荷載條件,在大量計算、驗算的基礎上,提出適用於寧夏公路的瀝青混土路面典型構和水泥混土路面典型構的設計原則和方法,具體擬定了兩種類型路面的典型構圖,並編制了公路路面典型構計算機輔助設計程序。
  16. With using once artificial freezing method and natural freezing method test the compressive strength of low - temperature concrete at different age and by testing the loss percentage of water ( content of evaporative water ) of saturated specimen test the pore porosity of low - temperature concrete at different age

    方法採用恆低溫一次凍法和變低溫多次凍法,測定混土在不同齡期的強度值,利用可蒸發水含量法測定對應齡期的孔隙率。
  17. In the way based the scientific and tecdrical talks on i presided at and panicipated in, the graduation theis included a p1entful thets in recent years wtll be divided into three parts for depiction conxteniently and clearly, according to the content as fo1lowsf ( l ) the study of shock compression properties with the drixtiir - liquid co and n, experimentally ( 2 ) the study of the phenomenon of excess heat produced by deuteriurn atoms entering into the lattice of titaluxn experimentally ( 3 ) the calcujation for the electronic structure and energy of hydrogen atoms cluster ffi. the mainstream in the first part of the paper is to exposure some experimental tecndques in high pressure and high temperatur shock compression physics, including by using a cryo - target cooled down circulating steaxned n, to condense the well - proportioned mixed liquid sample from pure gas co and n = with equal molar voiurne

    根據近幾年所承擔和參加的科研任務,將研究成果總寫成的論文按以下三個部分敘述: ( 1 )液體co和n _ 2混合物沖擊壓縮特性的實驗研究(由國防科技重點實驗室基金項目96js75 . 2 . 1 . jw1902資助) ( 2 )重氫原子進入鈦晶格中引起過熱現象的實驗研究(由國家科學基金10145002資助) ( 3 )氫原子團簇h _ 9的電子構與能量計算第一部分以高溫高壓沖擊波物理實驗為主,採用行研製的低溫循環汽冷靶冷制樣技術由高純co和n _ 2氣體獲取等摩爾體積均勻混合的液體沖擊初態樣品。
  18. Under the supporting of the natural science foundation of china, " a study on the earthquake vulnerability and failure dependence of the building structures based on the push - over analysis ( 50178064 ) ", in this paper, it was studied the elastic - plasticity random response and the failure dependence of the rc structures, and some conclusions were obtained : 1

    在國家科學基金項目「基於靜力彈塑性分析的建築構地震易損性及失效相關性研究」 (項目編號: 50178064 )的支持下,本課題利用pushover方法對鋼筋混土框架構進行了彈塑性隨機反應統計分析,研究了框架構在小震和大震作用下的失效相關性問題,並得出了以下幾點論: 1
  19. This means the saturation degree of concrete is different. by means of analyzing the l9 ( 34 ) orthogonal table, the air content is the chief factor, the second factor is water binder ratio and the third is mineral admixture in both high water pressure and low water pressure. the water saturation degree of concrete in damaging point ( e6 / e0 = 60 % ) can be found by measuring the dynamic modulus of elasticity after six freezing - thawing cycles

    採用l9 ( 34 )正交表對水膠比、含氣量和摻合料三個因素進行分析,試驗果表明:在情況下,影響混土水飽和系數的主要因素是水膠比,而影響混土在鹽溶液中飽和系數的主要因素則是含氣量;在水壓力作用下,無論壓力大小,混土水飽和系數的影響次序依次為含氣量、水膠比、摻合料。
  20. As a sub - topic of national natural science foundation named " cracking mechanism and a whole set of control technique of modern concrete structure " ( no : 50278031 ), this paper roundly study crack controlling technique of cast - in - place slab with large - area

    本文作為國家科學基金「現代混構裂縫機理及成套控制技術」 (編號: 50278031 )的子題,全面系統地研究了大面積現澆樓蓋構裂縫控制技術。
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