rheological characteristics 中文意思是什麼

rheological characteristics 解釋
流變特性
  1. ( 2 ) based on indoor test, two typical soft rock of brecciated mudstone and siltstone in luohu jiancheng district is carried systemically though interior rheological testing ; moreover combining with preceding studying results of rock rheological constitutive model, rheological numerical constitutive model suited to rock mass mechanics characteristics and stratum structure of luohu fracture zone, and numerical parameters of the model are processed with studying of curve fitting

    ( 2 )立足於室內試驗,對羅湖建成區兩種典型的軟弱巖石?含角礫泥巖和粉砂巖進行系統的室內流變試驗研究,又結合前人對巖石流變本構模型的研究成果,分析並確定了適合羅湖破碎帶巖體力學特性及地層構造特徵的流變計算本構模型,並對該模型的計算參數進行了曲線擬合研究。
  2. Plastics. determination of the rheological characteristics in the molten state. capillaru rheometer method

    塑料製品.熔融狀態下流變特性的測定.毛細管流變儀法
  3. Wheat flour triticum aestivum l. - physical characteristics of doughs - determination of rheological properties using an alveograph

    小麥麵粉.生面團的物理特性.使用氣泡儀測定流變性能
  4. Consequently concrete production practices are now being conducted by relying on more experiences or trial and error than related theory. so the study on the interfacial chemistry phenomena and rheological properties of the “ cement - water - superplasticizer ” system is in active demand. the systematical study on the interfacial properties and their influence factors based on the theory of colloidal science, interface chemistry, chemistry of cement and polymer science were conducted in order to establish the relationship among interfacial properties, microstructure and rheological characteristics of “ cement ? water - superplasticizer ” system, and provide the theoretical guide for the manufacture and applications of cement, concrete and superplasticizers

    本文選擇「水泥-水-高效減水劑」系統的界面化學現象和流變特徵作為研究課題,旨在通過深入系統地研究水泥與高效減水劑在水介質中的一系列界面化學現象及其影響規律,利用膠體化學、界面化學、水泥化學和高分子化學的相關基礎理論,分析水泥與高效減水劑的相互作用機理,確定系統中界面化學現象、系統微觀結構和流變特性的關系,指導水泥、混凝土及外加劑的生產實踐。
  5. The influencing characteristics and mechanism of water content on rheological parameters of soft - soil

    含水率對軟土流變參數的影響特性及其機理分析
  6. With the development of high faced rockfill dams, more attention is being paid to the rheology deformation characteristics of the dam body. for the importance of determing rheological parameters and with a fairly difficult in the rheological characteristics of faced rockfill dams, in this paper aims to solve some rheology deformation problems concerning rheological characteristics of faced rockfill dams in practice engineering by developing experimental methods, perfecting theoretical analysis and improving numerical simulation

    在對面板堆石壩流變特性研究這一領域中,確定流變參數既重要又具有一定的難度,因此,本文的主要研究工作力求在用試驗方法求流變參數上有所發展,在理論分析上有所完善,在數值模擬方法上有所改進,期望能在實際工程中解決面板堆石壩出現的一些關于流變變形問題。
  7. Based on selective learning of data mining and analysis of characteristics of data or information in rock mechanics and engineering, some data mining algorithm models are applied to analysis problems of rock engineering and the research is combined with practical engineering projects. relevance analysis to slope rock rheological test, rock mass quality assessment of dam foundation rock mass and displacement time series forecasting analysis to underground opening are performed by using data mining technique in this paper

    本文在較全面的探討現有數據挖掘技術以及分析了巖體工程有關數據和信息特點基礎上,結合具體工程問題,基於數據挖掘技術進行了邊坡巖體流變試驗成果的相關性分析、壩基巖體的巖體質量評價分級研究和地下洞室監測位移序列時序預測分析。
  8. The results showed that the grain quality, milling quality, protein quality and rheological characteristics of dough became worse with growing content of germinated wheat, that is, the quality of mixed wheat was negatively affected by germinated wheat ; compared with common wheat, the quality indexes of mixed wheat varied little when the content of germinated w heat was less than 10 %

    結果表明,隨著發芽小麥比例的增加,混和小麥的籽粒品質、磨粉品質、小麥粉蛋白質品質和面團流變學特性均呈下降趨勢,即發芽小麥含量越高,混和小麥的評價值越低,品質越差;小麥中發芽小麥含量小於10 %時,其各項品質指標與正常小麥相比,均無顯著差異。
  9. The friction coefficient, critical vertical loads and critical frictional resistance strength have been worked out by means of the pullout tests under the different vertical loads, analysis of frictional characteristics between soil and material and analysis of the different work mechanism between direct shear test and pullout tests. the creep characteristic parameters of some typical reinforcement materials have been obtained by the creep tests under the loads for a long time and the rheological analysis

    對幾種典型筋材在不同法向荷載下進行了拉拔試驗,並進行了筋材與土介質的界面摩擦特性分析,直剪試驗與拉拔試驗不同機理分析,找出了影響摩擦特性試驗結果的主要因素;得出了筋材在工作荷載階段的摩擦系數、臨界法向中南大學博士學位論文荷載和臨界摩阻強度。
  10. In view of the effects of rheological characteristics of soil, a mechanical model of progressive failure of slope is presented by generalizing the mothod of imbalance - thrust

    考慮土體的流變效應,通過推廣不平衡推力法,建立了滑坡漸進破壞的一個新模型。
  11. Magnetorheological fluids ( mrf ) are a kind of new intelligent materials whose rheological characteristics change rapidly and can be controlled easily in the presence of an applied magnetic field

    摘要磁流變液是一種在磁場作用下,其流變學性能可作出迅速響應,且易於控制的新型智能材料。
  12. It has been shown that in one - dimensional consolidation problem considering rheological characteristics of soil, there exists two consolidation degrees defined in different terms, i. e. up which is in terms of effective stress and us which is in terms of settlement. while up shows the rate of the dissipation of excess pore pressure ( or the increase of effective stress ), us indicates the rate of the development of the surface settlement of the system. and there exists significant difference in numerical value between up and us, especially for layered soils

    分析研究表明:當考慮土的流變時,存在著兩種不同定義的平均固結度,即按有效應力定義的固結度u _ p和按沉降定義的固結度u _ s ,前者反映了地基中超靜孔壓的消散率(或有效應力的增長率) ,而後者反映的則是地基表面的沉降率,兩者在數值上有較大的差異,特別是對于成層地基。
  13. Studies on rheological characteristics of - poly glutamic acid produced by bacteria

    谷氨酸溶液流變性能的研究
  14. Flexibility of visco - elastoplastic model to rheological characteristics of rock and solution of rheological parameter

    西原模型對巖石流變特性的適應性及其參數確定
  15. Abstract : the article introduces cement slurry rheological characteristics and the method of determining the main parameters for cement slurry rheological characteristics, and analyses the difference between the rotation type and funnel type of viscometers in measuring plastic viscosity and apparent viscosity of cement slurry, and then the limitation of the funnel type of viscometer is described. the difference between rigidity and yield value is pointed out. finally through analysis of cement slurry rheological characteristics, the cement slurry filling mechanism is proposed, and the main factors affecting cement slurry are studied

    文摘:介紹塑性流體水泥漿的流變性及確定水泥漿主要流變參數的一般方法;分析旋轉式粘度計與漏斗式粘度計在測定水泥漿塑性粘度、表觀粘度時的區別,說明漏斗式粘度計在使用上的局限性;針對粘聚力(動切力)的測定進行分析,認為粘聚力與動切力為不同的概念.通過對水泥漿流變性分析,提出水泥漿充填機理,並對影響水泥漿擴散的主要因素,即粘度影響水泥漿在節理裂隙中向前擴散的速度,動切力限制水泥漿擴散距離作了說明
  16. The rheological models and calculation method applied at abroad and domestic as well as the rheological characteristics of the slurry and the major factors ( temperature and pressure ) related to the rheology were appraised comprehensively

    本文就國內外水泥漿流變模型、計算方法、流變特性及其主要影響因素(溫度和壓力)進行了綜合評述。
  17. Based on the iterative methods and general analytical solution available for the problem of one - dimensional linear elastic consolidation of layered soils, a semi - analytical method is established herein for complex one - dimensional consolidation problems. by adopting linear rheological model of three units and non - linear rheological model of time lines, the semi - analytical method is respectively applied to solve the problem of one - dimensional consolidation of layered soft clayey soils with linear or non - linear rheological characteristics

    基於多層地基?維線彈性固結解析解和迭代法,建立了能求解復雜一維固結問題的半解析演算法,並將其分別應用於求解成層軟粘土線性流變一維固結問題(採用三元件線性流變模型)和成層軟粘土非線性流變一維固結問題(採用時間線非線性流變模型) 。
  18. Development in research rheological characteristics of non - newtonian metallurgical molten slags

    非牛頓冶金熔渣流變特性的研究進展
  19. Experimental research on the rheological characteristics of two phase borate - crosslinked n2 foam fracturing fluid

    2泡沫壓裂在煤層氣井中的適應性
  20. Wetting experiments as well as rheological experiments of rockfill materials are carried out, aimed at their deformation behavior especially rheological characteristics and their effect on the deformation of dam body of concrete face rockfill dam ( cfrd ). the main contribution includes : ( 1 ) the development of cfrd and its study actuality are reviewed

    本文較為系統地分析研究了堆石料的工程特性,開展了堆石料的浸水變形試驗和流變試驗研究,重點研究了堆石料的流變特性及其對混凝土面板堆石壩應力變形的影響。
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