靜力變質 的英文怎麼說

中文拼音 [jìngbiànzhí]
靜力變質 英文
static metamorphism
  • : 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
  • : 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...
  • : Ⅰ名詞1 (性質; 本質) nature; character; essence 2 (質量) quality 3 (物質) matter; substance;...
  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確定存在的問題,進行了5根試樁的載荷試驗,分析了區域地條件下土的物理、學性化對橋梁樁基承載的影響程度;地下水對樁承載的影響程度;各種外部因素影響下,樁的施工工藝對樁承載的影響程度;通過在樁體周圍土中注漿對樁承載的影響程度。
  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學性試驗資料,建立了含水量與尾礦土性之間關系曲線;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、動穩定性影響。
  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電排斥的改;添加合適分散劑可以改顆粒在水中的分散性;無機電解的分散機制主要是增加顆粒表面的雙電層電排斥作用能,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. The calculated drafts covers the whole possible ship draft in the large amplitude motion ; secondly, the research creates and solves the ship large amplitude motion equations. on the one hand, the actual calculation takes into account the coupling between the different motion modes, on the other hand, in the process of calculation of the ship hydrodynamic coefficient, it considers the influence of the nonlinear factor. the hydrodynamic coefficient used in the calculation of froude - krylov force, diffraction force and radiation force changes instantaneously following the draft, and the hydrostatic buoyancy is computed very accurately for the instantaneous immerse hull

    本文的研究分為二個部分:首先利用frank源匯法計算水動系數,計算包括不同吃水時的附加量和阻尼系數,吃水范圍涵蓋了船舶大幅度運動時所有可能的吃水;然後建立和求解船舶大幅度運動方程,在實際計算時一方面考慮了運動模態之間的耦合,另一方面在計算水動時,考慮了非線性因素的影響。 froude - krylov、輻射、繞射中的水動系數隨吃水瞬時化,的計算精確到船體瞬時濕表面積,最後用四階龍格?庫塔方法在時域內求解船舶運動方程,並進行了載荷計算。
  5. Different equations to corresponding components are presented by analysing and transformating the general equations of fluid routes, then static characteristics mathematical model of liquid propellant space propulsion system is presented. based on the data of static characteristics calculation, mass model of thruster, propellant, propellant tank, gas, gas bottle, pipe and valve is presented using both the method of statistical regression and the method of stress analysis, then corresponding mass model is presented. based on the characteristics of liquid propellant space propulsion systems, analyse the five phases ( concept and definition, design and improvement, manufactureing and arrangement, operation and ma intenance, disposal ) in which life cycle cost of liquid propellant space propulsion systems is cost separately, then discompsed structure of life cycle cost and model of life cycle cost are presented

    將組件分成氣路組件和液路組件,再對氣路組件和液路組件進行相應的分類,然後通過對通用流路方程進行分析和換對不同類型的組件分別建立不同的方程,從而建立了一個適用於液體推進劑空間推進系統的態數學模型;根據態計算所得到的數據,應用統計回歸法和應分析法分別建立推室、推進劑、推進劑貯箱、氣體、氣瓶以及導管和活門等的量模型,從而建立相應的量模型;結合液體推進劑空間推進系統特點,對液體推進劑空間推進系統全壽命周期費用發生的五個階段(概念和定義、設計和改進、製造和安裝、運行和維修、處理)分別進行分析,建立了液體推進劑空間推進系統全壽命周期費用分解結構和全壽命周期費用模型。
  6. 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、學性指標,進而確定、動應形分析的典型斷面。
  7. Frame : strictly high - temperature sterilized, dried ( moisture content 8 % ), fine hard timber is used for sofa ' s frame so that the problems of being insect - eaten, bent or deformed can be avoided and the sofa can have a long life

    骨架材料:均採用經嚴格高溫殺菌,烘乾(平均含水率為8 % ) ,握釘曲強度高的優硬木材料做沙發骨架,徹底避免出現蟲蛀、翹曲、形等量問題,保證沙發經久耐用。
  8. 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時,得到一個結論:我應該吃素,過著苦行的生活,減少物的慾望,將注意集中在靈修上這意味著我必須徹底改自己的生活。
  9. 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量守恆定律,並由此導出了考慮量效應的大形固結平衡方程,揭示了平衡方程中存在的總應與滲流相互耦合的效應,並考慮了固液兩相的可壓縮性,進一步探索了測試量效應的試驗方法。
  10. 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,並結合兩組載荷試驗,探討了地基土長期荷載作用下,土的物理學性化規律。
  11. 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:包含電學、磁學、物的電磁特性。時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) 。相對電動學與動學。
  12. 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,定量描述水動作用導致的黃河口典型研究區工程地環境要素隨時間和空間的化,包括形貌特徵對水動條件響應、沉積物的粒度與礦物成分及結構對水動條件的響應、沉積物的與動學指標對水動條件的響應。
  13. 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 ~ #調鋼和壓容器常用鋼材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容器的筒體連接結構? ?的形特點和破壞形式,嘗試在以應為主要參數的傳統方法之外,尋求一種新的結構承載能分析的方法。
  14. 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,無論是對于還是動特性研究,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、樁屬性條件下的相互作用體系所表現的受形特點也不盡相同。
  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、今壓化特徵,表現為地歷史時期的較高異常地層壓,而現今為水壓或負壓,結合盆地地背景,認為該盆地水動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. 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形模擬的基本方法。
  17. 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,碾壓路機模型、振動+碾壓路機模型、沖擊+碾壓路機模型和振動+沖擊+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化規律。
  18. 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場和態特性進行了模擬分析,得出了氣體流經小孔、多孔柱塞和全多孔的壓化曲線以及軸上壓沿軸向和圓周方向上的化趨勢,並給出了軸承的承載能態剛度曲線。
  19. 4. with the consideration of practical soil - pile interaction, the soil around pile is modeled as a three - dimensional viscous - elastic continuous medium and the time effect of the settlement of single pile is studied. the semi - analytical solutions for vertical displacement of soil and for the relationship between settlement of pile head and time were obtained by laplace transform method and fourier inverse method, and the law of the settlement of pile head varying with time was then analyzed and discussed

    考慮樁土藕合作用的單樁沉降時間效應研究從研究空間軸對稱問題的角度出發,將樁周土體建模為三維粘彈性連續介,更為合理地考慮了荷載下樁土系統中單樁與樁周土的藕合作用,分別建立了樁周土體和樁體的平衡方程,並通過拉普拉斯換、傅立葉逆換等數學手段,獲得了單樁樁周土體的垂直形和樁頂沉降在拉普拉斯換域內的解析解和在時間域內的半解析解,進而分析討論了單樁沉降隨時間化的規律。
  20. Based on the analytical solution, the influence of all relevant parameters on the settlement behavior of single pile was analyzed and discussed. 2. the time effect of the settlement of single pile in layered soil was studied

    採用分離量法求解得到了均地基中受荷載作用的單樁樁頂沉降與時間關系的解析解,並據此分析討論了各種參數的化對單樁的沉降與時間關系的影響。
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