滑動臨界值 的英文怎麼說

中文拼音 [gǔdònglīnjièzhí]
滑動臨界值 英文
slip threshold
  • 滑 : Ⅰ形容詞1 （光滑; 滑溜） slippery; smooth 2 （油滑; 狡詐） cunning; crafty; slippery Ⅱ動詞（貼著物...
  • 臨 : Ⅰ動1 （靠近; 對著） be close to; face; overlook 2 （來到; 到達） be present; arrive 3 （將要; 快...
  • 界 : 名詞1 （相交的地方; 劃分的界限） boundary 2 （一定的范圍） scope; extent 3 （按職業、工作或性別等...
  • 滑動 : slither; slippage; slipping; slide; sliding; run; sliding movement [motion]; glide; slump滑動閘門...
  1. The third part is the key part of this paper to conclude that the execution of 8 items of impairment of assets reserves by the listed companies is incomplete ; the allocation of impairment of assets reserves may improve quality of asset ; the execution of impairment of assets accounting policy has impact on the profit of listed companies ; different economic motivations have influence on the execution of impairment of assets accounting, the listed companies which is converting their deficit or re - offering stock will choose low asset deprecation rate, while the others in deficit or with motivations for flat profit may select higher rate. the fourth part puts forward some suggestions on the development of assets depreciation accounting system in china based on the immature situation of assets depreciation accounting

    通過對2001年上市公司執行資產減值政策的執行行為進行分析，得出結論：上市公司執行八項資產減值準備並不完全；資產減值準備的計提能提高資產的質量；資產減值會計政策的執行對上市公司的利潤有影響；不同的經濟動機對資產減值會計政策的執行行為有一定的影響，具有扭虧、配股、臨界動機的上市公司一般會選擇較低的資產減值計提比例，具有虧損、利潤平滑動機的上市公司一般會選擇較高的資產減值計提比例。
  2. Through analyzing bed ' s response to wave, in the condition that super - stratum is more hard and second - stratum is more soft in region of interest, super static interstitial hydraulic pressure amplitude die away rapidly between stratums, before in sight of boundary between hard and soft stratum, plane effective pressure increase to max. shear stress reach peak value when bed thickness is approximately 2. 7 meters, then it will decrease to the minimum on the place where the flexible soil has a common boundary with the rigidity, so the boundary is the most destroy plane on engineering. on the basis of reconnaissance in situ, in normal situation of sea, the structure slides to the basin along the boundary

    通過對底床在波浪下的響應分析，對于研究區底床上層較硬而第二層較軟的情況，超靜孔隙水壓力幅值在層間交界處迅速衰減，在臨近硬、軟地層交界處前，水平有效應力增至最大，剪切應力在底床厚度大約2 . 7米左右達到峰值，然後減小，到硬、軟層土交界位置，達到最小，因此這個界面就是最容易發生破壞的工程軟弱面，現場勘查證明，即使在正常海況下，構築物也會沿坡以此交界面為滑動面，緩慢向「盆」底滑動。
  3. Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil - nailing retaining, the upper limit of the critical height of soil - nailing slopes and the minimum horizontal length from coping of the potential slide surface to the edge of deep excavation are obtained through the analysis to weight of soil and vertical loading and the mechanism of soil and soli - nailing acting reciprocally

    摘要基於土的塑性極限分析方法，以均質土坡為例，從土釘支護結構的準粘聚力理論出發，綜合考慮土體自重、坡頂的條形荷載，以及土釘與土體的相互作用的機理，推導出了土釘支護的臨界高度的上限值和潛在螺旋曲線滑動面在坡頂方向距基坑邊沿的最小水平距離解析表達式，可供基抗支護設計參考。
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