extent deformation 中文意思是什麼

extent deformation 解釋
變形程度
  • extent : n. 1. 廣度，寬度，長度，一大片（土地）。2. 分量，程度；區域，范圍，界限，限度。3. 【邏輯學】外延。4. 【法律】扣押，扣押令；〈美國〉臨時所有權令；〈英古〉土地估價。
  • deformation : 變形,走樣
  1. Because of this concentration stress is high and is relieved to a certain extent by elastic deformation.

    由於接觸的這種集中，應力很高，並且因彈性變形而有某些程度的減小。
  2. According to the feature that deformation resulted from water absorption and mildew appear mainly on the rabbet surface of ccf, this paper adopts rsst to spray a special waterproof sealant on rabbet surface of ccf, so that the sealant can get into fiberboard to certain extent by means of capillarity and penetration, blockage the holes between fibers and capillary, cut up passage of water and change the properties of soakage and sorption to water in capillarity and fiber. at the same time, solidified sealant can form a compact waterproof pellicle on rabbet surface so as to prevent water and humidity from fiber ' s expansion and mildewing

    針對吸水變形、霉變主要發生在地板企口表面的特徵，採用企口表面全封閉法，在復合強化地板企口表面噴塗特殊的防水封閉劑，使其依靠毛細管作用及滲透作用進入板內一定深度，堵塞木纖維之間的空隙及毛細孔通道，截斷水分傳遞的渠道，並改變毛細孔壁及纖維的表面性質以不利於水的浸潤與吸附，同時其固化后能在企口表面形成一層緻密的憎水薄膜，防止水分、濕氣從企口侵入板內引起木纖維膨脹變形、發霉等現象。
  3. However, the researching work on mechanic characteristics and deformation law of the composite ground under flexible foundation as embankment is not enough, and have to use the design formula of the composite ground under rigid foundation for it. this condition restricts the application of the composite ground on the highway engineering in a great extent

    但是，對于路堤這樣的柔性基礎下水泥粉噴樁復合地基，由於研究較少，有關這種地基的力學性狀和變形規律等基本問題都尚未弄清楚，設計中只好借鑒剛性基礎下水泥粉噴樁的計算公式，不能很好的指導工程實踐，大大限制了水泥粉噴樁在高等級公路軟基處理中的應用。
  4. The apparent activation volume calculated by the model is about 2500a3, which was ten times larger than that of usual amorphous alloy and was at the same range of the amorphous polymer. the model shows the main deformation mechanism of nanocrystalline ag is grain boundary sliding, which in some extent declares the similar forms of equation with amorphous alloys. with the ananlysis to the hrem of nanocrystalline ag, the discrepancy of the apparent activation volume between the nanocrystalline ag and amorphous alloys is interpreted by the loss of atoms participating in grain boundary sliding without enough reconstruction by the movement of atoms under the low temperature

    運用晶界滑移的熱激活理論對壓縮實驗結果進行了數值擬合，擬合曲線與實驗數據符合很好，得到了晶界滑移的表觀激活體積（熱激活基本單位體積與局域瞬態應變的乘積） ，約為2500a ~ 3 ，先當于幾十個原子體積大小的瞬態變化，約為非晶合金的10倍以上，與非晶高聚物的表觀激活體積相當。
  5. 2nd amelioration : based on the first stage, it possesses elastic force and buffers to some extent considerably by using integrated board. but there are still some problems about the deformation of boards

    第二代改良型：在第一代的基礎上進行改良，採用二維實木集成地板，具備一定彈力緩沖作用和耐用性，但仍存在較大的變形問題。
  6. Situated at the both e w sides of pamir, the s w tarim and tadjik basins have the similar evolution history of tectono sedimentary processes during cenozoic, i. e. steady subsidence with transgressive sequence in paleogene and speedy subsidence with continental molassetype sediments in strong compressive tectonic environment in neogene - quaternery. since neogene, for the effect of pamir and west kunlun s northward moving and thrusting, there is complicated tectonostructural deformation taking place in tadjik and sw tarim. neogene stratigraphic combination and later structural deformation of tadjik basin and southwestern tarim much resemble each other in terms of extent of transpressional processes. paleogene in tadjik basin is main oil - bearing sequence and many substantial oil - gas fields there have been found. so, it can be assured in comparison that there is oil - gas perspective also in southwestern tarim region

    第四紀受強烈擠壓快速沉降接受陸相磨拉石沉積。自新第三紀以來，受帕米爾西昆侖北移和隆升沖斷的影響，塔西南和塔吉克盆地發生了復雜的褶皺沖斷變形，其差異在於塔西南明顯地受走滑為主的剪壓構造作用，而塔吉克盆地是受擠壓為主的剪壓構造作用的影響。塔西南和塔吉克盆地下第三系巖相組合類似，後期構造變形也相似，塔吉克盆地下第三系是該盆地的主力油層，已有許多油氣田發現，因此可以推斷塔西南也應該有良好的油氣前景。
  7. At last, the law of deformation of pit bottom and surrounding surface in different stress state and in different excavating step is obtained, and the same to the saturatin g process of surrounding soil. to some extent, in predicting the deformation of surrounding soil and retaining structure in construction, in preventing the foundation pit accident from happening, in insuring the security of environment and regular use of pipes underground, and in giving advice to deep loess foundation pit engineering in practice, the conclusion is of theoretical and practical value

    得出了不同應力狀態下和不同開挖步驟時以及基坑周圍土浸濕過程中黃土深基坑坑底及基坑周圍地表的變形規律，所獲得的結論對于黃土深基坑施工過程中周圍土層及圍護結構的變形預測，防止黃土深基坑事故的發生及周圍環境的安全與地下管道的正常使用，指導黃土深基坑工程的實踐具有一定的理論和實踐參考價值。
  8. The computation results show that after reinforcing the soft and weak floor, the deformation of the surrounding rock of sides gets smaller, especially, that in the lower part of the sides decreases to a larger extent ; the size of plastic zones and the scope of strength - softening region in surrounding rock of sides become smaller ; the area that has an increase in the maximal principal stress in surrounding rock of sides shrinks, and the zones of peak - value of maximal principal stress approach the periphery of roadway

    計算結果表明，加固軟弱底板後巷道兩幫圍巖變形量減小，尤其是巷道兩幫下部圍巖變形量減小幅度較大，兩幫圍巖塑性區范圍和軟化區范圍縮小，兩幫圍巖主應力升高區范圍縮小，主應力峰值區域更加靠近巷道周邊。
  9. 2. force and deformation analysis of component of bs305 planetary - gear transmission are proposed as well as gear contact stress analysis. the factors that cause normal and abnormal axial force and their extent are proposed also

    2 .對bs305行星變速箱各部件的受力及變形以及齒輪接觸應力進行分析；分析了引起正常軸向力及異常軸向力的各種因素和影響程度。
  10. It is concluded that increase of temperature in csp matrix is of great extent, and is in dependence with impact velocity, rate of deformation and thermorheologic

    分析計算表明:撞擊變形條件下粘性加熱使推進劑基體溫度顯著上升，溫度升幅與撞擊速度、剪切變形、推進劑熱流變特性密切相關。
  11. The numerical models are applied to the analysis of water - air transmission, deformation and strength variation in an expansive soils slope during infiltration. the results of numerical simulation quantificational describe the influence of fissures position, fissures growth extent on expansive soils slope infiltration process, fissures healing process during infiltration as well as the variation process of soils strength and slope stability

    程序結果定量描述了不同裂隙分佈、不同裂隙發育程度對膨脹土邊坡降雨入滲過程的影響，定量描述了裂隙在降雨入滲時的愈合過程，以及邊坡土體強度、邊坡穩定性隨降雨入滲變化的過程。
  12. ( 4 ) utilizing gis, mapbasic 7. 0 technique, and combining with usual software of maplnfo 7. 0, ansys, autocad, surfer, appraisal systems and measures of faultage stability in shenzhen luohu jiancheng district basing on gis is established preliminarily. on the condition of mankind project activity, stress and deformation analysis on geological surface of huangbeiling faultage f8 are conducted to some extent. and influence law of mankind project activity on fracture zone stability is concluded, which has an important guiding meaning for building designing and city planning district of luohu future

    （ 4 ）利用gis技術，應用mapbasic7 . 0 ，再結合mapinfo7 . 0 、 ansys 、 vb 、 autocad等工具軟體，初步建立了基於gis的羅湖建成區斷層穩定性評價系統，在考慮人類工程活動影響的情況下，對黃貝嶺f8斷層地質剖面進行了變形和應力分析，得出人類工程活動對斷層帶穩定性的影響規律，這對羅湖地區今後的建築設計和城市規劃有重要的指導意義。
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