粘合指數 的英文怎麼說

中文拼音 [niánzhǐshǔ]
粘合指數 英文
bondability index
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 指構詞成分。
  • : 數副詞(屢次) frequently; repeatedly
  • 指數 : 1. [經] (比數) index number; index 2. [數學] exponent
  1. Gluten index was significantly correlative with tensile strength, significantly correlative with hardness, springiness, cohesiveness, gumminess, resilience, shear force, tensile force, tensile stress, dry weight and protein losses, dry material absorption of the noodles

    麵筋與面條的拉伸距離呈高度顯著正相關;與面條的硬度、性、剪切力、拉斷力、拉斷應力呈顯著正相關;與面條的彈性、結性、回復性、干物質吸水率、干物質損失率呈顯著負相關。
  2. Ultrasonic has being attracted much attention gradually in fuel atomization because of some specialities of cavitation and infection on liquid flow. in the course of atomization of pitchy oil, especially, does it show greatly its advantage, but its material atomizational mechanism need research ulteriorly. the primary content of this thesis is about adding cantilever reed to effervescent atomizer so as to combine ultrasonic and effervescent. this thesis has discussed ultrasonic some mechanism, ultrasonic dynamical procreator, effervescent and liquid mucosity infection on atomization, at the some time we make some experiments and discuss atomization rule following some machinery parameter and run parameter so as to find some rule about ultrasonic atomization and to rich the research of ultrasonic atomization mechanism. all that will be beneficial to the design about ultrasonic atomization atomizer

    超聲波由於其空化機理及對液體的流變性影響等特性,在燃油霧化燃燒中逐步引起人們的重視,尤其在重渣油等高度液體的霧化過程中逐步顯示出其優越性,但其具體的霧化機理還需要做進一步的研究在氣泡霧化噴嘴基礎加入懸臂式簧片哨,將超聲波與氣泡霧化相結是本文討論的主要內容本文從研究超聲波的一些機理入手,討論了超聲動力發生器氣泡霧化以及液體度對霧化質量的影響,並通過具體的實驗,根據實驗據來討論霧化質量隨各種結構參運行參的變化規律,以便找到超聲霧化的一些規律,豐富對超聲霧化機理的研究,對超聲霧化噴嘴的設計具有一定的導意義。
  3. Unbound and hydraulically bound mixtures - test method for the determination of california bearing ratio, immediate bearing index and linear swelling

    鬆散的和液力的混料.測定加利福尼亞承載率瞬時承載和線性膨脹的試驗方法
  4. The time - history method in combination with damper coefficients and their associations was employed to compare and analyze the bridge response results in terms of the inertial forces of key sections and displacement of key positions

    針對不同滯阻尼器阻尼系以及阻尼,採用時程分析方法,比較分析了結構主要構件和部位的內力及位移地震響應結果。
  5. Clay minerals are of illite, chlorite, kaolinite and smectite assemlblage. the content of illite is very high and its crystallinity index is high too, which indicate the cool and arid climate condition in the time of sediment conformation

    土礦物組為伊利石、綠泥石、高嶺石和蒙皂石,伊利石含量占絕對優勢,其結晶度( hw )較高,反映東海南部外陸架土形成於寒冷乾燥的氣候環境。
  6. In the paper, static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam, and the static and dynamic parameters of fly ash were obtained. thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model. finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake, which is put forward in the paper, and equivalent visco - elastic dynamic fem model and principle of effective stress

    本文結實際工程,對三門峽火電廠龍溝灰壩的築壩粉煤灰進行了靜、動三軸試驗,確定了該壩粉煤灰的靜動力學標;然後根據比奧( biot )固結有效應力原理,採用鄧肯( duncan )非線性應力應變模型,對該灰壩的二維靜力應力和變形狀態進行了分析;最後利用本文提出的地震超靜孔壓模型,採用等價彈性動力有限元方法,對該灰壩在地震作用下的動力穩定性進行了分析評述。
  7. Secondly, in view of the limitation and shortage of traditional simulation of finite element approaches for bolt, a new composite grouted bolt element including nonlinear contacting relation will be built based on the above study of the mechanics mechanism of fully grouted bolt. then, an elastic - plastic finite element program will be developed for the analyses of tunnel stability, in which the composite grouted bolt element and nonlinear finite element analysis method will be used ; the patterns and the affect of main design parameters on the support effect of bolt will be analysed using the program, and conclusions of guidance importance for tunnel support design will be drawn. finally, simulation compution for the excavation and support of a highway tunnel will be made out using the above production, and the method of application of the program will be discussed ; analysis of the deformation, stress and distribution of plastic range will be done, and rational support plan will be worked out, which is of guidance importance for tunnel support design and the thery and technique of fully grouted bolt used in tunneling will be perfected further

    首先,本文在綜分析隧道穩定性影響因素及失穩破壞模式的基礎上,對全長結式砂漿錨桿作用力學機理進行了深入研究,為全長結式砂漿錨桿的有限元模擬分析奠定了基礎;其次,針對傳統錨桿有限元模擬方法的局限性與不足,在上述全長結式砂漿錨桿作用力學機理研究基礎上,建立出能反映界面非線性結的新型復砂漿錨桿有限單元模型;然後,運用上述復砂漿錨桿單元模型,引進非線性有限元分析手段,開發了隧道支護穩定性分析的有限元程序,並就全長結式砂漿錨桿的型式與設計參對支護效果的影響進行了深入探討,得到了對隧道支護設計具有導意義的結論;最後,運用本文研究成果對某公路隧道工程實例進行了開挖與支護的模擬計算,探討了其應用方法,並就隧道變形與應力及塑性區分佈規律進行了分析,從而提出了理的支護方案,為隧道支護設計提供了參考依據,完善了隧道全長結式砂漿錨桿支護的理論與方法。
  8. ( 4 ) in the situation mat other variables keep unchanged, the sensitiveness degrees of and to are different, the sensitiveness of c to should obviously be stronger than to. ( 5 ) shows a tendency to drop when f increases. - f is different under different mean value

    ( 4 )在其它變量保持不變的情況下,土邊坡的可靠性標受土性參c ,均值的影響程度是不一樣的,對_ c的敏感性公路土質邊坡穩定可靠性分析及綜防護體系研究明顯要強于聲, 。
  9. In the light of its special property being not easy to gain strength, through mechanics researches on different methods to stabilize this kind of low _ liquid _ limit silty soil as subbase material, evaluated both technically and economically, we have got a cement lime stabilization plan to meet the index requirements for non _ side _ limit strength of compression of subbase of class2 road stipulated in the specification ; by means of improving the workmanship, thickening the loose layer of soil, adding soil on covering weave fabric before compaction, such problems can be solved as very poor compaction, loose surface during compaction, roughness and unevenness, coats of layer and shear damages

    本文針對黃河沖積而成的低液限粉土其粒含量極低、土的不均勻系很小、膠體活性差的工程特性,通過採用不同方法穩定該類土作底基層材料的力學性能研究,從技術、經濟角度綜評價,得到滿足規范抗壓強度標要求的水泥石灰穩定方案。通過對原材料、試驗配比設計、施工、等方面進行優化,從而顯著減輕了基層的早期及長期縮裂程度,從而提高了路面的耐久性。
  10. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上,本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序,並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段,這對導施有積極、現實意義;提出了綜運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況,土地區也應考慮時間效應,並且進一步分析了基坑邊坡土體的塑性區形成和發展,找出邊坡最不利的區域,以確定地下室土體的挖掘的方式和順序,出憑主觀臆斷與經驗來施工是不可取的;在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同,提出了節點處理技術;分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異,並探討了解決的方法;本文還提出了環境振動對土體邊坡穩定產生影響的觀點,並分析了在環境振動影響下,土體的應力狀態及土休失穩破壞概率,並且還運用彈性力學知識和學分析的方法定量地分析了地下混凝土墻受力狀態,出了被監測墻體的最大應力、應變位置。
  11. In addition, but also specially will set up a transportation plan organization, will planed strengthens between the organization as the improvement road invest the cooperation and a coordinated expert organization. the budget of this project is about 1. 4 million us dollars, chinese government will provide approximately 400, 000 us dollars including personnel and the material investment

    通過培訓,與會站長認為:金客車是中國超大的客車生產基地, lg潤滑油是世界最大的石油化工企業,原裝進口,高成油,二者強強聯,共同為金客車的使用者提供最優質的服務,給客戶創造價值。
  12. The result of macro - quality experiments show : mineral admixtures markedly slow the hydrating velocity of cement slurry, decrease and delay the hydrating max - temperature, in which steel slag is more effective ; expansive agents compensate concrete shrinkage, enhance the concrete dense degree, strengthen the interfacial layer between fiber and cement matrix and improve the physical mechanics qualities of acic ; minimal admixtures markedly improve the concrete workability property, increase the concrete later intensity & density and the capability of anti - chemical attack and anti - permeability ; hybrid fiber reinforces the toughness of obviously acic by the means of anti - cracking effect of fiber with different sizes and different properties in the corresponding construction levels

    實驗結果顯示:鋼渣摻料能顯著減緩水泥漿體水化速率,降低砂漿的水化溫升並延遲最高溫升時間;補償混凝土收縮,提高混凝土密實度,加強纖維與水泥石的界面結,增強混凝土力學性能,但不能明顯改善混凝土韌性。混雜纖維通過纖維的不同尺度與不同性質在相應的結構層次上產生阻裂效應,增韌鋼渣防滲抗裂混凝土;增加混凝土的破壞極限能,極大提高混凝土抗彎曲能力和韌性,改善混凝土脆性。
  13. On the basis of the feature that the calculated parameter of predicting subsidence in dewatered cohesive soil is adapt to interval analysis theory, the risk assessment model and two risk assessment indexes of satisfying different needs were established by using interval theory

    本文基於性土降水沉降量計算參區間分析的特點,採用區間理論建立風險評價模型和滿足不同需要的兩個風險評價標。
  14. Compared with the experiment data, the temperature field and the thermal stress field are discussed. the spacing, the time of sealing and the plane form of the later joint - filled slots are discussed especially, and it is found that the spacing, the time of sealing and the plane form of the later joint - filled slots are comprehensive indexes which are relevant to material, design and construction. the theory value of the spacing and the time sealing of the later joint - filled slots and some proposals on the plane form are presented on the basis of numerical calculation

    本文在綜前輩的研究成果的基礎上,推導了彈性場的三維有限元解,對比實際工程實驗據,對大體積混凝土結構內部的溫度場和應力場進行了分項研究,重點討論了后澆帶的留置間距、封閉時間和平面形狀,發現其留置間距、封閉時間和平面形狀都是綜標,是和材料、設計、施工有關的。
  15. It is shown that vibration suppression efficiency of these kind of treatments depend much more on the viscoelastic layer thickness, material properties and the piezoelectric layer thickness. secondly, a linear quadratic regulator and output feedback are used to actively control vibration. it is shown that placing the active element on the opposite side of pcld or underneath pcld is capable of vibration suppression with lower control effort and more inherent damping

    定義了主被動混阻尼結構控制性能標:被動抑振性能標、主動抑振性能標、控制能量標和控制力性能標;然後,基於狀態反饋最優控制律,根據定義的控制性能標分析彈性阻尼層厚度、彈性阻尼材料參、壓電作動層厚度對主被動混阻尼結構振動控制性能的影響,得到了一些有價值的結論。
  16. Unbound and hydraulically bound mixtures - part 47 : test method for the determination of california bearing ratio, immediate bearing index and linear swelling

    鬆散的和液力的混料.第47部分:測定加利福尼亞承載率瞬時承載和線性膨脹的試驗方法
  17. Methods of test for adhesives - sampling and analysis of test data - guide to sampling

    劑試驗方法.第e2部分:試驗據取樣和分析.取樣
  18. Methods of test for adhesives - sampling and analysis of test data - guide to statistical analysis

    劑試驗方法.第e1部分:試驗據取樣和分析.統計分析
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