靜力變質的 的英文怎麼說

中文拼音 [jìnglìbiànzhíde]
靜力變質的 英文
metagenic
  • 靜 : Ⅰ形容詞1. （安定不動; 平靜） still; calm; motionless 2. （沒有聲響; 清靜） silent; quiet Ⅱ名詞（姓氏） a surname
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 質 : Ⅰ名詞1 （性質; 本質） nature; character; essence 2 （質量） quality 3 （物質） matter; substance;...
  • 的 : 4次方是 The fourth power of 2 is direction
  1. Directed against the problem on confirming vertical bearing capacity of large diameter cast - in - place pile in the west of coteau area of yunnan province, the paper, analyses the influence degree of the variety of soil physics and mechanics property in area geology condition on bearing capacity of pile foundation, through 5 piles " loading test ; the influence degree of construction technics on bearing capacity of pile foundation under the influence of every exterior factors ; the influence degree of grouting injection around the pile shaft on bearing capacity of pile foundation

    本文針對滇西山區大直徑灌注樁豎向承載力確定存在的問題，進行了5根試樁的靜載荷試驗，分析了區域地質條件下土的物理、力學性質的變化對橋梁樁基承載力的影響程度；地下水對樁承載力的影響程度；各種外部因素影響下，樁的施工工藝對樁承載力的影響程度；通過在樁體周圍土中注漿對樁承載力的影響程度。
  2. The thesis built the relation between containing water and the properties of trail dam ' s soil by geomechanical properties of trail dam ' s soil ; analysed the seep rule of water in the trail dam ' s field and the change of soakage line. the thesis applied the limited element to analyze the trail dam of baogang by the engineering item in production. it calculates the dynamic and static response about the dam using the numerical simulation method

    本文通過大量的尾礦土物理力學性質試驗資料，建立了含水量與尾礦土性質之間關系曲線；分析了水在尾礦壩區的滲流規律和不同標高時浸潤線的變化情況，為分析尾礦壩的穩定性提供依據；結合生產上的工程項目，從包鋼尾礦壩的穩定性研究入手，應用有限元法，通過數值模擬分析了水對尾礦壩的靜力、動力穩定性影響。
  3. The interactions between particles were discussed based on dlvo and edlvo theories. experiment results show the effect of the ph on the dispersion is due to the repulsion interactions of electrical double layer ; and addition suitable inorganic dispersant or organic macromolecule dispersant results in improvement the stabilization of the dispersion. the main action of the inorganic dispersants is to increase the repulsion interactions of electrical double layer and the main action of organic macromolecule dispersant is to increase hydration shell and steric hindrance

    研究表明： ph對顆粒分散的影響主要體現在對顆粒間雙電層靜電排斥力的改變；添加合適分散劑可以改變顆粒在水中的分散性；無機電解質的分散機制主要是增加顆粒表面的雙電層靜電排斥作用能，而高分子分散劑的分散機制主要是增加顆粒的水化膜排斥能和位阻排斥能；復合分散劑的分散效果要優于單一分散劑；提出了用經時損失性來評價分散穩定性。
  4. Based on in - situ investigation, indoors soil tests, data process and calculation analysis for chunhua reservoir, this article acquires the distributing regulation and physical & mechanical properties for each layer soil below the dam base, and further determines typical model cross sections for static & dynamic stress deformation analysis

    本文根據對純化水庫進行的現場勘察、室內土工試驗、室內資料處理、計算、分析獲得了壩基以下各土層的分佈規律及物理、力學性質指標，進而確定靜、動應力變形分析的典型斷面。
  5. Then, several years ago, during my desperate search for peace of mind, i came to the conclusion that i should become a vegetarian and live a more ascetic life, paying less attention to material things and focusing instead on mysticism and spirituality. i would thus have to change my lifestyle completely

    幾年前，就在我非常迫切想找到內心的平靜時，得到一個結論：我應該吃素，過著苦行的生活，減少物質的慾望，將注意力集中在靈修上這意味著我必須徹底改變自己的生活。
  6. Aimed at the practical performance of soft clay, the static equilibrium equations taking consideration of effect of mass change, with the introduction of soil configuration, soil convection formula and mass conservation theory in soil, are derived, which reveal the phenomenon of coupling of total stress and seepage in equilibrium equations. then, some advisable experimental means are explored to determine the effect of mass change during consolidation. objective stress and strain should be used in large strain analysis

    針對軟粘土大變形固結的實際性狀，文中引入了土體構形的概念，土體傳運公式和土體質量守恆定律，並由此導出了考慮變質量效應的大變形固結靜力平衡方程，揭示了平衡方程中存在的總應力與滲流相互耦合的效應，並考慮了固液兩相的可壓縮性，進一步探索了測試變質量效應的試驗方法。
  7. Based on a certain engineering practice, by analyzing many laboratory and in - site test data together with two groups of loading test, the variable regularity of physical mechanics properties of foundation soil is discussed

    根據某工程實例，通過室內外大量試驗數據的分析，並結合兩組靜載荷試驗，探討了地基土長期荷載作用下，土的物理力學性質的變化規律。
  8. Survey of basic electromagnetic phenomena : electrostatics, magnetostatics, electromagnetic properties of matter. time - dependent electromagnetic fields and maxwell ' s equations. electromagnetic waves, emission, absorption, and scattering of radiation. relativistic electrodynamics and mechanics

    簡單介紹電磁學的基本現象：包含靜電學、靜磁學、物質的電磁特性。時變電磁場與馬克思威爾方程式、電磁波、電磁輻射特性（發射，吸收及散射） 。相對電動力學與動力學。
  9. From chapter 4 to chapterl 1, a serial of comparable methods were adapted to analyze the obtained results in chapter 2 and chapter 3, in order to describe quantitatively the changing of engineering geological environmental factors with time and space that is induced by different wave loading action, including reaction of topo and morphologic features to hydraulic condition, reaction of grain size and mineral composition to it and reaction of static and dynamic mechanical index to it

    在此基礎上，針對現場和室內實驗取得的結果資料，採用一系列統計分析方法，定量描述水動力作用導致的黃河口典型研究區工程地質環境要素隨時間和空間的變化，包括形貌特徵對水動力條件響應、沉積物的粒度與礦物成分及結構對水動力條件的響應、沉積物的靜力與動力學指標對水動力條件的響應。
  10. According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm

    針對具有不同性質的橫向溫差和縱向溫差，本文分別提出了預應力結構的溫度效應的計算方法，包括： 1 ）非線性溫差引起的自約束應力_ （ t1 ） ； 2 ）等效線性溫差引起的超靜定結構的約束太原理工大學碩士學位論文應力民3 ）均勻溫差tw引起超靜定結構中的約束應力4 4 ）均勻溫差tm引起梁的軸向變形受到柱的側向約束，與預應力筋的溫度變形之間的差異引起的預應力的變化。
  11. 16mnr and 45 # steel are taken as examples. the obtained results have been applied to analyze the safety of operation pressure and rationality of design of a kind of engineering structure - a flange joint of hemispherical head to cylindrical shell. try to seek a sort of new method to assessment the capability of structure to load beyond the traditional method which regards stress and strain as main parameters

    本文以45 ~ #調質鋼和壓力容器常用鋼材16mnr為研究對象，對金屬材料韌性斷裂的斷裂模式進行細觀機理上的研究，進而分析一種工程結構? ?採用與筒體厚度不同的半球形封頭的壓力容器的筒體連接結構? ?的靜載變形特點和破壞形式，嘗試在以應力應變為主要參數的傳統方法之外，尋求一種新的結構承載能力分析的方法。
  12. As for static or dynamic investigation, the results figured out based on interactive sps are deviate from that based on fixed - base hypotheses structure and the loading and deforming features exhibited in interactive system under the condition of various soil - layer, soil properties and pile properties etc are also discrepant, so the interactive design of whole foundation and superstructure parts are necessarily and primly emphasized by numerous researchers in engineering practice

    廣大研究者和工程技術人員在實踐中已經意識到將上部結構和基礎考慮作為一相互作用的整體進行設計的必要性和優越性，無論是對于靜力還是動力特性研究，樁-土-結構作為一個整體計算出的結果不僅與通常的剛性地基假定所得有較大出入，而且不同土層土質、樁屬性條件下的相互作用體系所表現的受力與變形特點也不盡相同。
  13. In this paper, we reviewed the history of the studies about the mechanical properties on arterial walls, and introduced the experimental studies about the arterial walls, which included the structure of the arterial wall, experimental model, theoretical models of thin and thick wall cylinders, method of stress and strain analysis and the difference between dynamic and static experiments, and discussed the fields of tissue engineering, remodeling of the artery and the relation between stress and growth

    本文首先對動脈壁力學性質研究的歷史做了回顧，其中著重介紹了動脈壁力學性質的實驗研究。包括動脈壁的結構、實驗模型的研究、薄壁筒和厚壁筒理論模型的研究、應力和應變分析方法以及動態和靜態實驗的區別，並對當前研究的熱點問題，如組織工程、動脈重建和應力與生長的關系作了探討。
  14. Through reviewing the procession of the physical space in jingan district, investigating the several important phase of macro historical development, the article tries to resolve the out change features and interior rule about the development and variance of residential space in the urban central district with the viewpoint of system background, motivity factors, main action body, space token and so on

    該文通過回顧上海市靜安區的物質空間發展過程，考察居住空間的幾個重要宏觀歷史發展階段，試圖從城市住區發展與變遷的制度背景、動力因素、行動主體、空間表徵等角度出發，解析城市中心區居住空間發展、變遷的外在變化特徵與內在規律。
  15. In conclusion, the pressure was increased from southern to northern in d1 of beier depression, however, in n2, it was increased from hup - 2 well to northern and south - east. secondly, having analyzing the feature of palaeo - pressure and nowadays pressure, there has had a high pressure in geologically history periods. however, there has normal - pressure or low - pressure

    其次，分析了古、今壓力變化特徵，表現為地質歷史時期的較高異常地層壓力，而現今為靜水壓力或負壓，結合盆地地質背景，認為該盆地水動力類型在伊敏組末期前屬沉積水運動型，而伊敏組末期后屬沉積-滲入水運動型。
  16. Through studying the cptu chamber test with the soil as a medium in door, according to the stress which generated in the course of probe penetrating, include axial additional stress and radial additional stress, measured by subminiature pressure cells which buried in the soil. this paper analyzed the rule of variation of axial and radial additional stresses, and compared with each other

    摘要通過以粘土為介質的孔壓靜探（ cptu ）模型槽試驗研究，根據埋置在土中的微型土壓力盒在貫入過程中所則到的土應力（軸向附加應力和徑向附加應力） ，分別分析了軸向和徑向附加應力的變化規律，並進行了比較。
  17. Results of simulations of unaxial compression and decompression tests were reported for a 3d system of elastic - perfectly plastic spheres

    首先介紹了基於理論接觸力學導出的顆粒彈塑性接觸模型，進而闡明了基於顆粒離散元法對顆粒物質準靜態變形模擬的基本方法。
  18. In the last, the thesis gives the four model compare test. it include common static roller, vibratory roller impactive roller and composite roller model test. the density and soil stress be measured at same time in the test

    最後本文還進行了四種壓路機模型的對比試驗，靜碾壓路機模型、振動+靜碾壓路機模型、沖擊+靜碾壓路機模型和振動+沖擊+靜碾壓路機模型，採用了宏觀測量壓實度和微觀監測土體內應力變化並用的方法，分析比較了各種模型的作業效果和被作用介質應力的變化規律。
  19. The changes of biomechanical properties of the portal veins in the rats during the pathogenesis of intrahepatic portal hypertension

    大鼠肝內型門脈高壓癥形成中門靜脈力學性質的變化
  20. In this paper, the pressure field and static characteristic of bearings are simulated by fluent. the pressure contours of restrictors and shaft are acquired as well as the load capacity and static stiffness curves versus eccentricity ratio

    本文首次應用它對軸承的壓力場和靜態特性進行了模擬分析，得出了氣體流經小孔、多孔柱塞和全多孔質的壓力變化曲線以及軸上壓力沿軸向和圓周方向上的變化趨勢，並給出了軸承的承載能力和靜態剛度曲線。
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