粘性指標 的英文怎麼說

中文拼音 [niánxìngzhǐbiāo]
粘性指標 英文
viscous criterion
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 指構詞成分。
  • : Ⅰ名詞1 [書面語] (樹梢) treetop; the tip of a tree2 (枝節或表面) symptom; outside appearance; ...
  • 指標 : target; quota; norm; index; merit; subscript; index arm; indicatrix
  1. Since lots of factors such as pumping blood ability of heart, heart rate, vascular resistance, flexibility of main artery and big artery, body blood capability and hemal physical state can be reflected by blood pressure, it is of great importance to be one physiological parameter for body cycle system enginery

    =血壓是反映心臟泵血功能、心率、血管阻力、主動脈和大動脈的彈、全身血容量及血液等生理參數的重要,是反映人體體循環系統機能的重要生理參數。
  2. Through indoor routine tests, the physical and mechanical natures of intact and remolding soil of muck and mucky soil, in fuzhou, are analyzed in this thesis. the results reveal that water content, void ratio, shear strength of remolding soil samples are lower than those of intact samples. then qualitative analysis on the mineral composition, chemical composition and microstructure characteristic and types of the soft clay is given

    本文通過室內常規試驗對福州地區淤泥及淤泥質土的原狀土樣和擾動土樣的物理力學質進行了分析,觀察土樣受擾動后一些物理力學的變化情況,發現擾動軟土樣的含水量、孔隙比、抗剪強度均比原狀土樣低;並從軟土的礦物成份、化學成份以及微觀結構特徵和類型上定地分析。
  3. Method : three kinds of mice ulcer models induced by binding and water immersion - restraint stress ( wrs ), alcohol and reserpine respectively ; the extent of gastric mucosal injury was evaluated grossly and histologically

    方法採用束縛水浸、乙醇、利血平誘導致小鼠急膜損傷,以潰瘍數及胃膜組織學改變為,觀察潰瘍康對不同實驗胃潰瘍小鼠胃膜損傷的影響。
  4. Artificial nerve network forecasted yso in clay p - y curves is researched and 8 physical parameters are studied by using the principal component analysis method when the fracture load was not reached for a trial pile under lateral load, the ultimate load of the pile might be predicted to the field - surveyed load settlement data of existing trial pile and by h - s curve extension method and hyperbola method

    在對土p - y曲線計算參數y _ ( 50 )的研究中,對土常規8個物理進行主成分分析,研究用人工神經網路分析預測土p - y曲線中的y _ ( 50 ) 。建立了神經網路計算模型,可用來計算預測土p - y曲線中的y _ ( 50 ) 。
  5. A developed measuring system and test method of green sand properties are introduced. by means of measuring the standard molding sand specimens, the dynamic curves of stress - strain can be quickly and accurately plotted out and several parameters, which represent the characteristics of molding sand, can be tested during the process of compressive deformation. in this brand new method of property measurement two new concepts of viscoelastic parameter and plastic deformation threshold are put forward

    介紹了一種研製的型砂能檢測系統與測試方法,通過對準砂樣的測試,能迅速、準確地測得砂樣受載過程中的應力應變的動態關系曲線及反映型砂本質特徵的幾項能參數,這是型砂能檢測領域中的新探索,其中型砂及塑變形臨界值乃是型砂能方面的新概念。
  6. And it should be ascribed to silt according to the view of its mineral composition, particles distribution, physical and mechanical indices. not only is the content of cla > relatively high, but also the exchange capacity of ion, chiefly high - electronvalent calcareous ion, is great. due to aggregations filled with pore among inter - particles, the soil has the engineering properties of silty clay

    從其礦物成分、顆分試驗及物理力學來看,它應歸屬于粉土,但由於土中的粒含量較高,且粒間充填集聚體,土的離子交換容量較大,交換陽離子以高價鈣離子為主,故其仍表現出粉質土的工程特
  7. Standard practice for calculation and adjustment of the stiff and davis stability index for reverse osmosis

    反滲透和戴維斯穩定數的計算和調整的準規程
  8. Standard test method for workability index of fireclay and high - alumina plastic refractories

    耐火土和高鋁塑耐火材料可加工數的準試驗方法
  9. We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis

    論文中對土的抗剪強度特徵、土抗剪強度的選擇應用和孔隙水壓力等問題進行了分析,同時對分析土坡穩定的瑞典條分法、穩定數法、圓弧滑動面的畢肖普法以及對非圓弧滑動面的土坡分析方法進行了細致深入的闡述和分析。
  10. Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature, i. e., study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course, utilizing the basic property index of clay, then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ), absolute primary consolidation, as well as absolute consolidation degree

    摘要對飽水軟土的預壓排水主固結研究應從其排水的本質出發,即從軟土在預壓過程的含水量變化上研究主固結量的變化規律,利用土的基本導出主固結比基本公式及主固結量(沉降量) 、絕對主固結量、絕對固結度等理論計算方法。
  11. In the full load range, the engine exhaust contains no smoke and the nox exhaust obviously decreases and the engine noise also decreases. the different fuel blends consisting of predorminant dme and some diesel can conqer or in large part improve the wear and leakage of plunger

    二甲醚和柴油混合燃料除了有較好的動力、經濟和排放外,由於度增加可以克服或在很大程度上改太原理工大學碩士學位論文善油泵、油嘴的磨損、泄漏問題,具有使用價值。
  12. 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

    本文結合實際工程,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;然後根據比奧( biot )固結有效應力原理,採用鄧肯( duncan )非線應力應變模型,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數函數模型,採用等價動力有限元方法,對該灰壩在地震作用下的動力穩定進行了分析評述。
  13. ( 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,土邊坡的可靠受土參數c ,均值的影響程度是不一樣的,對_ c的敏感公路土質邊坡穩定可靠分析及綜合防護體系研究明顯要強于聲, 。
  14. 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、土的不均勻系數很小、膠體活差的工程特,通過採用不同方法穩定該類土作底基層材料的力學能研究,從技術、經濟角度綜合評價,得到滿足規范抗壓強度要求的水泥石灰穩定方案。通過對原材料、試驗配合比設計、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
  15. According to mass of the testing data of clay silt and silty clay in beijing and based on mathematical statistic theory, this paper analyzes statistically the physical mechanics indexes, discusses the distribution features of clay indexes and their differentiation

    摘要根據北京地區大量的粉質土、質粉土土工實驗資料,基於數理統計理論,對其物理力學進行了統計分析,探討了各土的規律分佈特徵,分析的變異
  16. However, for the same river, the obvious regularity exists in critical starting condition and the physical and mechanical indexes : the critical starting condition of the muddy cohesive soil increases with the decrease of the shear strength and decreases with the increase of the moisture content ; the critical starting condition of silty clay is the minimum, and the relation of the clay, the shear strength and the moisture content is nonlinear ; and the critical starting condition of the cohesive soil increases with the increase of the shear strength and the moisture content

    而對同一條河流而言,起動臨界條件與物理力學之間則存在明顯的規律:即對淤泥質土,起動臨界條件隨抗剪強度的減小而增大,隨含水量的增大而減小;粉質土的起動臨界條件最小,與抗剪強度、含水量呈非線關系;土起動臨界條件則隨抗剪強度、含水量的增大而增大。
  17. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層,昔格達地層能否用作高速公路路基填料,國內沒有先例,本論文就是結合導師的科研項目,在非典期間,現場長達5個月的工作,完成了從試驗、現場施工工藝到路堤分層沉降監測等工作,是面對生產實際,認識昔格達地層的質和其作為地基、路基和填料應用中面臨的問題進行的研究。主要的研究內容有:對攀西地區地層巖、構造等地質環境和昔格達地層的沉積歷史過程作了系統的分析,研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響,通過地區地震活動頻繁,差異沉降較大,對公路建設、安全運行和沿線構築物設計有較大影響;由於昔格達地層在有些路段作為地基、有些作為路基,對其基本質進行了研究:包括天然密度、含水量、塑液限、顆粒級配等的試驗研究。研究成果表明:昔格達地層為湖相沉積,主要為砂巖和泥巖,它以細粒組為主,同時粒的存在,使其具有一定
  18. Standard guide for ultrasonic c - scan bond evaluation of brazed or welded electrical contact assemblies

    用超聲波c掃描測定釬焊或焊接電觸點組件的
  19. Thesis vise reliability analysis method of stability analyze the stability of the simple clay slope, announce inner link of soil parameter ' s variability and safety coefficient, reliability index of slope in the model : ( 1 ) the variability of the soil parameter has very great influence on value of dependability index dependability index value appears the total trend dropped along with the variability of soil parameter increasing ; when the variability of soil parameters is less, about < 0. 2, it ' s influence to is more sensitive ; when > 0. 3, it ' s influence to reduce obviously

    本文以簡單土邊坡為例,用邊坡穩定可靠分析方法分析邊坡的穩定,揭示邊坡模型中土參數的變異與安全系數及可靠之間的內在聯系: ( 1 )土參數的變異對可靠值有很大的影響。可靠值隨土參數c ,變異的增大而呈現下降的總趨勢;在土參數變異較小時,一般在0 . 2時,對的影響特別敏感;而在0 . 3時,受的影響則明顯減小。
  20. The indication of other starch pasting characters are different with different sowing conditions among different varieties, that is the characters of the to varieties of wheat with high intensity gluten are the same, there exist differences between weak and high gluten varieties and the characters of two middle and weak ones are unstable

    結果表明,沿淮地區小麥基因型和播期對小麥澱粉糊化特均有一定影響, 6個不同基因型品種的峰值度變化基本一致,都隨播期的推遲明顯有增大的趨勢,其他澱粉糊化特在不同播期條件下不同品種存在一定差異;在澱粉糊化特上兩個強筋小麥品種各項比較一致,弱筋小麥品種與強筋品種有明顯差異, 2個中筋、弱筋小麥品種表現不穩定。
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