指壓試驗 的英文怎麼說

中文拼音 [zhǐshìyàn]
指壓試驗 英文
finger test
  • : 指構詞成分。
  • : 壓構詞成分。
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 指壓 : finger pressure
  • 試驗 : trial; experiment; test
  1. At the same time 7794m3 affusion test were processed, and roadbed settlement observation conducted for two more year, physical mechanism and chemical index experiment were analyzed in the laboratory, section experiment of earth sample was proceed, changement of compacted soil body micromechanism along with depth were analysed by polariscope and scan electricscope. drain ditch, barrel - drain and little bridge were treated by composite geotextile

    在室內進行了物理力學、化學標實分析,並對土樣結構進行了切片,用偏光顯微鏡和掃描電鏡分析了土壤碾后沿深度分佈的土體微觀結構變化情況,對邊坡、邊溝、排水溝、小橋涵及護坡封水採用復合土工布進行處理。
  2. The results of the experiment show that the synthesized index, unsteady index and steady index inflect the stability margin of the compressor well. and show that the insert - board experiment can get the enough weight in the synthesized index. and also show that the low - press - area of the steady total - press moves along the rotor circumvolving direction

    結果表明,綜合畸變數,動態畸變數,穩態畸變數對氣機穩定性有很大作用;同時還表明,插板能夠產生較大的動態畸變數分量;穩態力圖譜低區隨著轉子轉動方向轉動;以及其他一些有益的結果。
  3. Guide for field testing of relaying current transformers

    中繼電流變器現場
  4. On the basis of field investigation and a lot of tests, the paper detailed researches the engineering geology properties of xigeda filling material. the distinction of the modulus of resilience was analyzed, and the influence of the intrinsic factors including moisture content, dry density, mudstone content and the external factors including compaction mode, paving thickness were adequately discussed. based on the researching how various factors influence the road compaction effectiveness, the author studied the relationship between modulus of resilience and roadbed compaction quality index, connected the compactness with modulus, and listed the data of the modulus in the various compaction area

    基於此,本論文在大量現場調查、室內外資料基礎上,詳細研究了昔格達填料的工程地質性質;通過路基回彈模量特徵的研究,充分闡述了含水量、干密度、泥巖含量等「內因」 ,及實方式、松鋪厚度等「外因」對路基模量值的影響;在分析眾多因素對路基實效果影響的基礎上,開展了回彈模量與路基實質量標間關系的研究,進而把現場實度與現場回彈模量有機的聯系起來,給定了不同實區間對應的模量值。
  5. An under estimation of the hearing effects by the low frequency noise could be happened. that is to say, even if the a - weight sound level is small, the low frequency noise may annoy to listener by the different ways from the high frequency noise. so it is necessary to understand psychoacoustics in order to make noise quality evaluations that match the subjective experience of the purchaser

    同時應用主觀評價方法?成對比較法( paircomparisonstatisticalevaluationmethods )對不同家用空調器噪聲進行主觀評價,並與客觀評價結果進行了對比,結果表明:人主觀響應(煩躁程度)與各心理聲學評價標之間均具有很高的相關性,相關系數一般均大於0 . 9 ,而與a計權聲級之間的相關系數只有0 . 78 。
  6. The important meaning in which this direction studied has lain in establishing the connection between the material science of concrete and civil engineering, analyse the strength in terms of material microcosmic or the mesoscopic, have important meaning to understanding, know the essential law of the strength of concrete. this text divides six chapters altogether. chapter one reviewed the pore structure in nowadays domestic and international research current situation, including the concrete examines research, research of the pore structure model and the research current situations of pore structure and strength relation of the pore method, have introduced some most important achievements of structure research of pore ; chapter two narrated much yardstick of the material mesoscopic structure of concrete and principle of examining pore technology of material of concrete, and the commonly used sign parameter in discussedding the pore and material pore of quito of cement and analyse, have explained that the influence factor of mip to the result of study of pore, has pointed out the limitation in mip in the pore structure ; analyse porosity and strength relation development course of model emphatically, and has carried on comparative analysis to the existing model, has pointed out the weak point of the original model ; on the basis of " ing integrate synthetically ", propose concrete pore structure compound body model and pore physical model of systemlex body ; chapter five carried on the corresponding test data to compares to the model parameter appearing in model of chapter four with and analyses, have received k value of the characteristic of strength of matrices of reflecting according to the method to return to analysis, and calculate the influence produced on the strength of concrete in revision that can probed into the content of cement, elastic mould and surface energy, exactness of the inspection model ; chapter six is the conclusion, according to studying the survey this text to some research conclusions of the pore structure and making corresponding prospect to the structure development of pore

    第一章回顧了孔結構在當今國內外的研究現狀,包括混凝土測孔方法的研究、孔結構模型的研究及孔結構與強度關系的研究現狀,介紹了孔結構研究方面的一些最重要的成果;第二章敘述了混凝土材料細觀結構的多尺度性及混凝土材料測孔技術的原理,並討論了水泥基多孔材料孔隙分析中常用的表徵參數,也說明了汞法測孔對研究結果的影響因素,出了汞法在孔結構研究中的局限性;第三章是著重分析了孔隙率與強度關系模型的發展歷程,並對已有的模型進行了比較分析,出了原有模型的不足之處;第四章在「綜合集成」的基礎上,提出了混凝土孔結構復合體模型和孔系統的物理模型,並模擬了該模型下由各單體並聯形成的復合體的斷裂過程,最後根據所建模型編制了相應的計算程序,可根據輸入的孔徑分佈與水泥含量等參數,實現混凝土理論強度的計算;第五章對第四章模型中出現的模型參數進行了相應的數據對比分析,根據回歸分析的方法得到了反映基體強度特徵的k值,並從理論上探討了水泥含量、彈性模量和表面能的修正對混凝土強度計算產生的影響,檢模型的正確性;第六章是結論與展望,根據研究綜述了本文對孔結構的一些研究結論並對孔結構發展作了相應的展望。
  7. Standard test method for carbon black - void volume

    炭黑縮容積數的標準方法
  8. Backing weld procedure technique of all - position narrow gap and thick - walled pipe welding is developed about all - position single - pass welding section analysis, wire feeding behavior, weld arc length, welding current analysis, procedure and joint test. the achievement has general guide meaning to producing and testing all - position welder

    從單焊道全位置區段、送絲行為、焊接弧長(電) 、電流行為分析、工藝和接頭檢等幾方面介紹管道全位置打底焊工藝特點,其研究成果對全位置焊接機的製造和調具有普遍導意義。
  9. Abstract : backing weld procedure technique of all - position narrow gap and thick - walled pipe welding is developed about all - position single - pass welding section analysis, wire feeding behavior, weld arc length, welding current analysis, procedure and joint test. the achievement has general guide meaning to producing and testing all - position welder

    文摘:從單焊道全位置區段、送絲行為、焊接弧長(電) 、電流行為分析、工藝和接頭檢等幾方面介紹管道全位置打底焊工藝特點,其研究成果對全位置焊接機的製造和調具有普遍導意義。
  10. In this paper, the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus, triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength, the total stress strength of expansive soils with different saturation degree, the influence of cycles of drying and wetting on the total stress strength, the relation between saturation degree and compression modulus and that between saturation degree and void ratio, the influence of cycles of drying and wetting on the effective stress strength, the relation between saturation degree and generalized suction

    本文利用常規直剪儀、三軸儀以及輕便固結儀,分別對非飽和膨脹土的強度和變形特性以及干濕循環對強度和變形的影響進行了一系列的研究。以飽和度、干濕循環次數為變量,分別探求了外力約束對膨脹土強度的影響,不同飽和度膨脹土的總應力強度特性,干濕循環對非飽和膨脹土總應力強度的影響,飽和度與縮模量以及孔隙比的關系,干濕循環對飽和膨脹土有效應力強度標的影響,廣義吸力與飽和度的關系,建議了一組計算非飽和膨脹土變形及強度特性的經公式。
  11. The result indicates that in the case of constant content of asphalt, marshall stability, compression strength, rupture strength, compression modulus and rupture modulus of cement emulsified asphalt concrete would increase along with the increase in cement content ; in the case of constant content of cement, these index values would decrease along with the increase in asphalt content ; while with the increase of coarse aggregate, rupture strength and rupture modulus of the concrete would increase conspicuously, yet compression strength and compression modulus would have a little change

    結果表明:在乳化瀝青含量不變時,隨著水泥用量的增加水泥乳化瀝青混凝土的馬歇爾穩定度、抗強度、抗折強度、抗回彈模量、抗折回彈模量隨之增加;在水泥用量不變時,隨著乳化瀝青用量的增加相應的力學標呈降低趨勢;礦料級配中粗集料含量增加后,混合料的抗折強度和抗折回彈模量有明顯增加,但抗強度和抗回彈模量變化不大。
  12. Failure probability of coarse aggregates ( pfca ) could be a sample index durability evaluation of concrete in compressive strength test, where pfca was the ratio of number of total particles to which of the broken ones of coarse aggregates in the failed faces of a concrete specimen

    混凝土抗中,粗集料破碎率p _ ( fca )可以作為混凝土耐久性的一個簡要評價標,其定義為件斷裂面上破碎的粗集料顆粒數與暴露的粗集料顆粒總數之比。
  13. In order to use the strength and toughness index for design and apply of sfrc unified theoretical calculation formula of reinforcing and toughening of sfrc is given. experiments on bending toughness, breaking toughness and cube strength test results are carried out in connection with various kind of deformed steel fiber

    初步給出建立鋼纖維混凝土增強、增韌統一理論計算公式思想,為鋼纖維混凝土強韌雙重標在設計、選用鋼纖維混凝土中的應用打下基礎;針對不同種類異形鋼纖維進行了彎曲韌性、斷裂韌性、立方體抗強度等
  14. Experiment on the biochemistry indexes by high voltage static field treatment in cucumis sativus seeds

    刺青瓜種子高靜電場處理生化
  15. This tester is capable of quickly assessing the waterproofing ability of the shoe lining cover

    針對功能鞋防水鞋材要求設計,可作定,透水,採用簡單易讀示檢材料之防水性能
  16. Load - wear index an index of the ability of a lubricant to prevent wear under applied loads as determined in the four - ball ep tester

    負荷-磨損數是衡量潤滑油在四球極中所施加的負荷下所表現出的抗磨能力的一項數。
  17. Through experiment of uniform local compression strength of coalstore - shale fired perforated brick masonry ( cfpbm ), the author obtains the data of uniform local compression strength and coefficient ( r ) of uniform local compression of cfpbm

    另外,論文通過對煤矸石頁巖多孔磚砌體局部均勻受,得出了煤矸石頁巖多孔磚砌體的局部均勻抗強度、均勻局強度提高系數等標。
  18. Environmental testing - guidance - combined temperature low air pressure tests - combined temperature low air pressure tests

    環境.南.組合溫度低氣
  19. Fire hazard testing part 10 : guidance and test methods for the minimization of the effects of abnormal heat on electrotechnical products involved in fires - section 2 : method for testing products made from non - metallic materials for resistance to heat using the ball pressure test

    著火危險.第10部分:將火中電工產品不正常熱的效應減至最小的南和方法.第2節:使用球的非金屬材料制產品的耐熱性方法
  20. Direct voltage tests on power cables in the field, guide for making

    電力電纜系統現場進行直流高
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