整體崩塌 的英文怎麼說

中文拼音 [zhěngbēng]
整體崩塌 英文
global collapse
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 體構詞成分。
  • : 動詞1 (倒塌; 崩裂) collapse 2 (破裂) crack; burst 3 (崩裂物擊中) hit 4 [口語] (槍斃) shoo...
  • 整體 : ensemble; whole; entirety
  • 崩塌 : (突然崩裂倒塌) slide; collapse; crumble
  1. This research is does using the glass fiber for the hillside makes up the strong strengthened material, mixes in the bolivian filament in the different hillside slope, the change hillside place intensity, improves regarding is easy to have the earth stone to flow local the hillside to give strengthens, with reduces the earth stone to cave in the after scope area, in has the after destruction regarding guard earth shi liu and the earth stone class to reduce to is smallest, after the process experiment data knew, mixes in bolivia truly to be allowed to strengthen the hillside place to the textile fiber the intensity, but mixes in the glass fiber to the too steep slope not to be big to its overall intensity help, after again comes is mixes in the glass fiber the hillside avalanche, proliferates the area comparatively originally not to mix in the glass fiber the area to be small

    摘要本篇研究是利用玻璃纖維做為山坡地補強的強化材,在不同的山坡坡度上混入玻璃纖維,改變山坡地的強度,改善對于易發生土石流地區的山坡地給予加強,和縮小土石坍后的?圍面積,在對于防?土石流和土石流發生后的破壞減到最小,經過實驗后的數據得知,混入玻璃纖維確實可以加強山坡地的強度,但對過于陡峭的坡度混入玻璃纖維對其強度幫助不大,混入玻璃纖維的山坡后,所擴散面積較原本沒有混入玻璃纖維的面積小。
  2. 4. the non - linear interaction mechanism derived from the scale of system was discussed. the paper deemed that, falling sliding face is not a rectilinear type, the non - linear coupling of falling factors sharply enhanced in large sand - pile ; the stabilization of surface layer sands are different in the time and space, especially the stating probability is higher than halting, and probability of fault in slope foot is higher than top as well ; the faulting forms will be affected by bounder situation strongly

    大尺度散粒坡面的滑動面,一般並非直線形,在過程中的耦合作用將增大落沙規模;理想化的沿直線坡面滑動情況,坡面表層砂粒的穩定性也並不是在時間、空間上都均衡的,可以造成起動容易止動難,或坡角失穩概率大從而牽連個坡面的情況;長大高陡坡面的失穩形式,可以受坡腳(邊界)的巨大影響。
  3. On fem simulating its stress and displacement characteristics, the contour of maximum and minimum principal stress have been drawn

    分析結果表明,長白山天池地區高陡斜坡穩定性較好,不會發生大規模
分享友人