situ strength 中文意思是什麼

situ strength 解釋
實測現場強度
  • situ : 西楚
  • strength : n. 1. 力，力量，體力。2. 強度，濃度；長處；（要塞等的）抵抗力。3. 實力；兵力；全體人數，額定人數，編制。4. 筆力；文勢。5. （證券等的）市價堅挺。6. 〈美俚〉（可能有的）利潤。
  1. Based on laboratory and in - situ tests, the influence of initial void on the rutting - resistance, moisture damage - resistance, strength and permeability of asphalt mixt is studied, and the appropriate ranges of air void of asphalt mixtures are analyzed and suggested

    摘要在室內試驗和現場測試的基礎上，分析初始空隙率大小對瀝青混合料抗車轍能力、水穩定性、強度和滲透性能的影響，探討瀝青混合料空隙率的界限值。
  2. Based on in - situ investigation and laboratory experiments, the article analyzed in detail the factors which affect the transportation and strength characteristics of gangue cemented tailing grain fillings such as powder coal, water - reducer, mortar density and grain size distribution

    摘要以現場調查和室內實驗為基礎，從粉煤灰、減水劑、漿體濃度、粒級級配等方面，對煤矸石作為膠結充填骨料的管道輸送特性和強度特性進行了詳細的分析。
  3. Testing of shear strength for rock mass in situ

    巖體原位抗剪強度的測定
  4. In situ cube strength

    現場立方體強度
  5. In - situ cube strength

    現場立方體強度
  6. Standard test method for determining deformability and strength of weak rock by an in situ uniaxial compressive test

    現場單軸壓縮試驗測定軟巖石的可加工性和強度的標準試驗方法
  7. Test method for in situ determination of direct shear strength of rock discontinuities

    巖石間斷性直接剪切強度的現場測定方法
  8. A large amount of data were acquired from the measurement in situ surfacial soil strength on the tidal flat by using portable cone penetration, shallow drilling, laboratory analysis of delta, and other means

    利用輕型靜力觸探對灘面表層土體強度進行密集型的測試，同時結合淺層鉆探，室內試驗等手段，獲得了大量數據，進行了資料整理、分析。
  9. The presence of microwave or ultrasonic wave, the inter - and intra - molecular complexation of cellulose molecules through hydrogen bonding is weakened, and the complexed polymer of cellulose and nylon formed in situ. the yield strength and young ' s modulus of the ramie / nylon / lldpe composites are increased from 9. 68 mpa, 260 mpa to 15. 7 mpa and 722 mpa respectively

    經微波輻照或超聲波處理后，苎麻纖維素氫鍵被削弱，與尼龍形成氫鍵復合物，增強了苎麻尼龍電子束輻照lldpe復合材料體系的相容性，屈服強度、楊氏模量從9 . 68mpa 、 260mpa提高到15 . 7mpa 、 722mpa 。
  10. Verification of concrete strength ( destructive ) by coring - sample of concrete is cored cut, capped strength of the in - situ concrete

    用作證明混凝土之強度-從現聲場鉆孔取樣板以作搞壓試驗，從而印證混凝土之強度。
  11. Particulate reinforced metal matrix composites possess several additional advantages such as light weigh high specific strength and stiffness great shear strength. so they are widely used in many general applications in spaceflight car fittings sports goods areas. according to the difference of the wild phase ' s formation, the composite ' s manufacturing method can be divided into traditional way and in situ way

    顆粒增強金屬基復合材料具有重量輕、比強度與比剛度高、剪切強度大等優點，因而被廣泛應用於航空航天領域和汽車配件、體育用品等行業，其製造方法一般分為外加法與內生法。
  12. The results showed that the in - situ formed tibi particles which had a size of about 50nm, exhibited a homogenous dispersion in the copper matrix. moreover, the interface between the nanoscale particles and the copper matrix was clean, and there was no certain location relationship. due to their reinforcement, the tensile strength and hardness of the in - situ cu - tib _ 2 nanocomposite significantly improved

    通過光學顯微鏡、 tem 、 xrd等對cu - tib2原位復合材料進行了金相組織、微結構分析，原位復合材料的鑄態金相組織中彌散分佈著團簇狀的tib2顆粒；形變態金相組織中tib2顆粒呈纖維狀排列； tem觀察表明：在基體內存在著尺寸約為50nm 、彌散分佈的tib2顆粒，且tib2顆粒與基體之間界面清晰，但由於tib2結構與銅晶體結構的差別較大， tib2顆粒與基體之間無固定的位向關系；納米tib對銅基體有良好的增強作用。
  13. In this paper, first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed, especially the relationships between gradation, strength and maximum dry density, long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn. by in - situ tests and researches on compacting mechanism of high - filled rock embankments, effecting factors on compaction, construction technology and shock compacting technology, obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction. by deeply research on the theory and methods of quality control of high - filled embankment, settled are the questions as quality detection method and control standard of high - filled rock embankment

    本文首先總結和分析了國內外公路和壩工行業已有的相關成果，深入探討了填石料的工程性質與最大幹密度、長期穩定性等之間的關系，得到了一些有益的結論；通過現場試驗路堤的試驗和對高填石路堤壓實機理、填石路堤壓實效果影響因素、施工工藝和沖擊壓實技術等研究，解決高填石路堤壓實工藝和最優碾壓參數控制等技術問題；通過深入研究填石路堤壓實質量控制原理和方法，解決高填石路堤壓實質量檢測方法和控制標準技術難題；解決高填石路堤沉降觀測技術問題，並根據沉降觀測結果研究高填石路堤地基和路堤沉降變化規律，得到了能預測沉降變化規律的「龔帕斯」成長曲線預測模型；根據工程實際，深入研究了邊坡穩定性的影響因素，得到了有益的結論。
  14. Directional solidified cu - cr in - situ composites have high strength, high electricity but without such problems of interfacial contamination and low stability as in the conventional man - made synthetic composites due to self - driven engender in the process of directional solidification, so this composites are expected to be used as contact cable, which is made for trunk line electrification

    定向凝固cu - cr自生復合材料由於具有高強度、高導電性，同時因其在凝固過程中自動形成而避免了人工復合材料中長期存在的界面污染、穩定性差等不足，因而在電氣化鐵路用電車線材方面有廣闊的應用前景。
  15. Based on the investigation, in - situ and lab tests on malan loess carried out in utrecht university of netherlands and lanzhou of gansu province with different methods, the water sensitivity, the hydraulic and shear strength properties of malan loess were studied

    通過多斷面勘測，採用不同的原位及室內試驗方法，分別在荷蘭尤懷特大學和甘肅蘭州對蘭州地區馬蘭黃土的工程地質性質進行了系統測試。
  16. Location parameter method for building rebound in - situ strength curve

    建立寧夏地區回彈法測強曲線的研究
  17. Also the new ideas and the results of theoretic calculation are proved by in - situ measurement and experimentation in some two top coal caving mining faces, and the initial safe supporting strength in coal mining face be concluded

    在此基礎上提出最小支撐強度和最大支撐強度的觀點，指出了決定它們取值大小的因素，最後通過兩個放頂煤工作面部分實驗和現場的測試，對提出的觀點及理論計算值進行了驗證，從而得出了採煤工作面的安全初撐強度。
  18. The paper includes six parts : the first part summarizes the significance of the research, researching situation and its comment ; the second one shows the testing research work in situ and in the laboratory ; the third one is the settling and analysis of these data ; the fourth part introduces the numerical model of the response of sea - bed to waves ; in the fifth part we commends the effects of the different wave parameters and soil parameters ; the last part is the analysis of numerical simulation of strength heterogeneity of sediment

    本學位論文共分為六個部分，第一部分對研究領域進行了綜述；第二部分介紹了現場和室內開展的試驗；第三部分進行了試驗資料的處理與分析；第四部分建立了海床對波浪響應的數值模型；第五部分數值模擬了海床對波浪響應的影響因素；第六部分對沉積物強度非均勻化進行了數值模擬。
  19. In accordance with the experiment made on both the basic strength of the concrete and the strength of large specimen in - situ, the concept of strength difference between the basic concrete and the large in - situ specimen is introduced into the mix design of the strength for the wet shotcrete, and then the method for the mix design is further perfected as well

    根據基準混凝土強度與現場大板強度試驗結果，在濕噴混凝土配製強度中引入了基準混凝土與大板強度差的概念，完善了噴射混凝土配合比設計方法。
  20. Based on the in - situ tests of solidified mud casted under water and on land, the strength and deformation of the solidified mud and the bearing capacity of the casting foundation on two casting conditions are compared

    摘要根據現場固化淤泥的水下和陸上澆築試驗，分析比較了兩種澆築情況下固化淤泥的強度、變形以及填築地基的承載力。
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