振動液化 的英文怎麼說

中文拼音 [zhèndònghuà]
振動液化 英文
vibration liquifaction
  • : 動詞1. (搖動; 揮動) shake; flap; wield 2. (奮起) brace up; rise with force and spirit
  • : 名詞(液體) liquid; fluid; juice
  • 振動 : vibrate; vibration; vibrance; vibrancy; vibra; vibes; shaking; rumble; jitter; chatter; sway; jar...
  • 液化 : [化學] liquefaction; deliquesce; liquefying; liquidation液化劑 liquefier; fluidifiant; liquefacie...
  1. Heat transfer will worsen if structure parameters of the spring inserts are not fit. the paper think that the mechanism of heat transfer enhances of the spring inserts is the laminar flow lining is thinner because of librating of the spring inserts, accordingly the part of convection is enhanced. but the part of boil is not influenced

    通過彈簧插入物的各個參數對傳熱性能的影響分析,認為彈簧插入物對豎管降膜蒸發傳熱強的機理主要是彈簧的加強了膜的湍,減薄了層流內層,從而強了對流傳熱分量,但對沸騰傳熱分量沒有影響。
  2. Probability analysis of sand liquefaction

    砂土振動液化危險性分析方法比較研究
  3. Fractals and vibrating liquefaction of saturated granules

    飽和散體的分形行為與振動液化
  4. Experimental study on the mechanism of earthquake - induced differential settlement of building on liquescent subsoil by shaking table

    地基上建築物不均勻震陷機制的臺試驗研究
  5. Taking a five - story frame structure as an example, the influence of the piston area, piston stroke, accumulator volume and oil elastic modulus on the systems control effect and energy transition efficiency are discussed in detail

    詳細討論了四個主要參數的變控制效果和換能效果的影響,這些參數包括隔震換能系統的活塞面積,活塞最大行程,蓄能器體積和油彈勝模量等。
  6. Optimum design parameter of mud liner motion shale shaker

    鉆井直線篩參數的優設計
  7. In this paper, urea particles and oil - vegetable seeds as initial particles are used to study granulation process in a vibrated fluidized bed, where the initial particles grow in a layered manner by spraying melt urea solution on them and reached the required granule size

    本文以尿素或油菜籽顆粒為晶種,以不同濃度的尿素溶為噴霧料漿,對床噴霧造粒特性進行了實驗研究。實驗在晶種上噴塗尿素熔融或不同濃度的尿素溶,使其以層式機理長大。
  8. Analysis on the liquefaction of saturated sand foundation caused by vibration

    載荷下飽和砂土地基區域擴展分析
  9. Considering the similitude law for shaking table test, we study the test results and obtain some conclusions which are a ) generally, the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration, b ) when the intensity is on and above eight degree, the silty soil deposit will be liquefied dramatically, c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great, the relationship is represent as a concave curve, or else as a protruding curve and tends to stability. ( 3 ) based on the triaxial compression test and the resonant column test, some studies are made such as a ) the duncan - chang parameters of constitutive model, b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits. in order to deal with the test data, a computer program is compiled

    ( 2 )利用小型臺進行了k _ 0固結狀態下粉土的振動液化模擬研究,通過分析正弦荷載作用下的試驗資料,驗證了粉土的孔隙水壓力增長模式的合理性;從微分方程推導了基於土體臺模型試驗的相似律,並從模型實體、孔壓時程曲線和相似律等方面做出了分析,得出了如下結論:在小型臺試驗中,模型箱中的粉土都發生了的時刻和輸入加速度幅值有關,而對頻率的變不太敏感;粉土在相當於8 9度地震烈度的加速度幅值作用下可能產生嚴重的;孔壓的增長曲線形狀與施加的荷載有關:當施加荷載為由小到大的形式時,曲線形狀為上凹的曲線;當施加荷載為等幅的正弦荷載或荷載幅值由大到小時,曲線形狀為上凸的曲線,且逐漸趨于穩定。
  10. The results showed that the structure of wheat straw was destroyed in liquefaction, with producing some ramification of glucose some screened strains can decompose and use the liquefaction products

    結果表明,產物中出現甲基和亞甲基等基團的,並存在麥草纖維素的單體葡萄糖的衍生物,說明反應破壞了纖維類廢棄物的晶格結構。
  11. And vibration function make supplies viscidity and interior frictional force of particle reduce greatly, make the sport tempo of the particle of the supplies increase, has increased the number of times of colliding effectively, accelerate cement particle surface hyrate to speed that liquid phase spread, is it fully go on to mix and stir at micro competence to guarantee

    作用使物料顆粒間的粘性和內摩擦力大大減小,使物料顆粒的運速度增大,增加了有效碰撞次數,加快了水泥顆粒表面水物向相擴散的速度,從而保證了拌和在微觀水平上的充分進行。
  12. Vibrating grouting method is a new way to treat weak foundation. the sand of foundation is made destructive by vibrating load at first, and as a result its strength is weakened in this destructive area. under the condition of high pressure, the grout is easier to be poured into the foundation

    注漿是處理軟弱地基的一種新的施工方法,該方法首先通過機具的沖擊,在砂土地基內形成軟區,然後利用注漿管將漿壓入砂土中。
  13. Based on the foundation " liquefaction test study on the rapid railroad bed " supported by the railway department, some works on the liquefaction of silty soils have been carried out. in this dissertation, after making a short review of the works on seismically induced soil liquefaction, some research results are presented, which include the following contents. ( 1 ) depending on the dynamic triaxial test, the liquefaction strength of the silty soils is studied and two new models are proposed to evaluate the pore water pressure and the strain of the saturated silty soils during earthquake

    結合鐵道部發展基金項目: 「高速鐵道土地基試驗測試研究」 ,本論文概括總結了地震的研究現狀,就滬蓉高速鐵路徐州段可場地粉土地基的特性問題開展了一些研究工作,內容如下: ( 1 )提出了基於實用目的的粉土的孔隙水壓力增長模式和永久應變勢計算模型,並把此兩模型應用於場地的地震反應分析和地震性能的評價中;依靠循環三軸試驗技術,對粉土地基的地震強度進行了試驗研究;驗證了密實度是粉土的重要影響因素。
  14. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性靜、力有限元分析程序對圍壩的4個典型剖面進行了靜、力模擬模擬,模擬計算了壩體自填築至蓄水運行和發生7地震各階段壩體及壩基的變形以及應力分佈,地震應力響應和地震引起的超靜孔隙水壓力分佈以及永久變形。判斷了壩體和壩基中出現裂縫、塑性區以及地震的可能性。
  15. Hydraulic pound, vibrate, noise and cavitation are the main difficult problems in water hydraulic valves, and finite element numerical analysis is proved to be an effective computational method, so numerical simulation and visualizing research on the flow field in water hydraulic valves by applying finite volume method is very important

    水壓閥中的壓沖擊、、噪聲以及水壓閥中的氣蝕是研製水壓閥存在的主要難題,而有限體積數值計算方法又被證實是一種可行而有效的流場計演算法,因此應用有限體積法對水壓閥閥道內流場進行數值模擬和可視研究,是非常有意義,也是非常重要的。
  16. In the third section, i. e. chapter five, the normal raman spectra of nil2, cul2, pdl2 powder are studied under the excitation of laser with the wavelength of 632. 8nm and aqueous silver colloid is prepared by pulsed laser ablation, from which the surface enhanced raman spectra of the three compounds are obtained. after preliminary assignment, the identical and different features of vibration of the compounds due to the different central metal atoms are analyzed

    第三部分,即論文的第五章,我們以632 . 8nln為激發波長研究了nilz 、 culz和pdl :三種新型金屬有機合物粉末的正常拉曼光譜,並且以脈沖激光刻蝕法制備了水銀膠,以其為襯底研究了三種合物溶在其上的表面增強拉曼光譜,通過對其拉曼光譜進行了初步指認,了解由於中心原子的不同,三種金屬有機合物分子的相同和區別。
  17. Based on the theoretical analysis and experimental researches, it is presented that the wider spectra are resulted from the many fluorophores with large numbers of vibrational energy levels on the ground level in the blood cells, and the reduction of the spectral intensity is due to the reabsorption of the blood cells and the energy transfer of the collisions between the fluorophore and another one or other macromolecule. on the other hand, when the concentration of the blood cells is increased, the reabsorption of the blood cells, the secondary fluorescence due to the reabsorption and the influence of the concentration on the energy levels of fluorophores are all the factors of the red - shifted spectral peaks

    在進行理論分析和研究的基礎上,提出了因血細胞中存在多種熒光團,且這些熒光團的電子能級上又存在大量的不同的能級,從而導致被激發的熒光團發出較寬的熒光光譜;血細胞濃度的增大,熒光團以及其他大分子之間的距離變小,造成它們之間因碰撞的能量轉移概率加大,因而易產生熒光猝滅,結果導致熒光強度的變小;血細胞溶中重吸收所導致的熒光猝滅和二次熒光發射,以及血細胞濃度的變對其中熒光團能級系統的影響都是導致熒光峰值波長「紅移」的原因;進而研究了led光誘導血細胞產生熒光光譜的機理。
  18. With the assumption of insignificant vibration and the results obtained in the sixth chapter, the linear solution for the motion equation of forced vibrating pipe with fixed supports in two ends in steady vibration is derived

    首先,在微小橫假設前提下,利用第六章的計算結果,用線性方法推得了兩端固支水下輸管道在穩態繞流條件下的強迫方程的解。
  19. Based on four project cases of vibro casing cast - in - place pile in silty sand foundation, the liquefaction of sand and its consequent pile breaking are analyzed, and suggestions on how to adopt values of the design parameters of a single pile are presented

    摘要以4個在粉砂地基中均採用沉管灌注樁的工程為例,分析了施工中砂土的及由此引起的斷樁,並對單樁設計參數的取值提出了建議。
  20. Through the field observation and comparative seism - geologic studies, many seism - genesis soil - layer structures such as vibration - liquefied sand vein, vibration - liquefied sand dyke, sandy cobble dyke by fissure filling, seismic fall mass, seismic intra - layer fault and seism - settlement structures etc. were recognized

    通過野外觀測和比較地震地質學研究,識別出了振動液化砂脈、砂墻、裂隙充填砂質卵石墻、震塌落體、地震層內斷裂及地震沉陷構造等地震成因土層構造。
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