挖深 的英文怎麼說

中文拼音 [shēn]
挖深 英文
deepening
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  • : Ⅰ形容詞1 (從上到下或從外到里的距離大) deep 2 (深奧) difficult; profound 3 (深刻; 深入) thor...
  1. To use the athwart gradient protection which takes the end of dam as the datum mark will reduce the digging depth of the stilling basins is reducing, and increase the energy dissipation rate

    採用以壩體末端為基準面的壩體逆坡防護時,消力池挖深減小,消能率提高,壩面平均流速減小,壩區防護難度降低。
  2. When excavating deep foundation ditch in the lake sediment that filled with deep and thick silt, it is a common technical problem that the upheave which caused by relief loads leading to slope destabilization

    摘要在湖泊相沉積的厚淤泥土場地開挖深基坑,由於坑底卸荷隆起導致基坑邊坡位移、失穩是常見的技術難題。
  3. He digs a pit and hollows it out, then he falls into the hole that he has made

    15他掘了坑,又挖深了,竟掉在自己所的陷阱里。
  4. He has dug a pit and hollowed it out, and has fallen into the hole which he made

    詩7 : 15他掘了坑、又挖深了、竟掉在自己所的阱里。
  5. By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole

    通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗,研究了含水量和干密度對非飽和砂強度的影響,建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗,分析了沙漠井場浸法施工中就基坑壁的破壞方式,推導出了基坑和樁孔容許開挖深度的計算公式。
  6. During the retreat, master led us in fortifying the sand embankments nearby, which showed signs of collapse. we also dug a deeper riverbed for the creek

    當時,師父曾為了沙岸一直崩塌,而要大家一起再鞏固沙岸,並將排水的小河流挖深
  7. Xujiahui metro station, the biggest one in shanghai line 1 metro, is also no. l in fast east district. it covers 606m in south to north direction and 21. 9 - 24. 5m wide, its excavation is 17. 5 - 19. 5m deep

    地鐵徐家匯車站是上海地鐵一號線中最大的車站,其規模當時號稱遠東第一,南北縱長606m ,寬21 . 9 24 . 5m ,開挖深度17 . 5 19 . 5m 。
  8. Secondly, the paper analyzed the behavior of isotropic and orthogonal anisotropic materials " cws on the basis of above theory and software. regularities of cws " deformation inner force and shared load and earth pressure in excavating stage and driving stage were gained. regularities influenced by material features top beam excavating depth sidewall depth properties of soil layers rear backing and location of load were also obtained, especially rules of display degree exerted by circular and vertical loads were also obtained

    通過分析,得到了形成階段及頂進階段圓形工作井的變位、結構內力、分載及土壓的分佈規律及材料性質、頂冠梁及圍檁、開挖深度、井壁插、土層性質、后靠背、頂載作用位置等因素對結構受力性狀的影響規律,特別是得到了工作井在受力時結構環向與豎向承載作用發揮程度的規律。
  9. And when you do, dig deeper. and put him in it

    然後再挖深一點,把他關進去
  10. We had to dig deeper to find water

    我們必須再挖深些才能找到水
  11. Keep digging, one more meter

    繼續,再挖深一米
  12. He who digs a hole and scoops it out falls into the pit he has made

    15他掘了坑,又挖深了,竟掉在自己所的阱里。
  13. ( under his breath ) dig her deep

    把她挖深
  14. Under his breath ) dig her deep

    把她挖深
  15. Under his breath dig her deep

    把她挖深
  16. He made a pit, and digged it, and is fallen into the ditch which he made

    15他掘了坑,又挖深了,竟掉在自己所的阱里。
  17. Dig her deep, boys

    把她挖深點,孩子們
  18. In the simulation and analysis on culvert construction, the method of foundation - pit excavation layer by layer and step by step was used, i. e. the method that makes the surface of excavation have no stress, when the elements were excavated gradually in period of construction. at this process, the state of soil is unloading, the laws of stress field and displacement field with the depth of excavation were studied. based on the obtained stress field and displacement field after the excavation was completed, by using of the newly increased filling - elements " gravity and the grinding force, the simulation of the construction of body of the culvert and foundation - pit ' s filling layer by layer had also been done in this dissertation

    用有限元法模擬分析涵洞基坑開時,採用分層、分步模擬開過程的方法,即將計算域內單元分層「去」 ,使開表面成為無應力表面的方法,分析土體在卸載狀態時的應力場和位移場隨開挖深度的變化規律;在洞體施工后,回填土體時,據開完成時的應力場、位移場,通過逐級增加計算域內的單元數目,施加每級新增加單元的自重荷載,利用有限元法模擬基坑及上覆土體分層填築的施工過程,這不僅反映土體處于再加載應力狀態時,填土受力及變形的一般規律,而且這種將地基? ?涵洞? ?土體作為一個統一整體進行模擬的方法,量化了三者之間的相互作用關系。
  19. I have already observ d how i brought all my goods into this pale, and into the cave which i had made behind me : but i must observe too, that at first this was a confus d heap of goods, which as they lay in no order, so they took up all my place, i had no room to turn my self ; so i set my self to enlarge my cave and works farther into the earth, for it was a loose sandy rock, which yielded easily to the labour i bestow d on it ; and so when i found i was pretty safe as to beasts of prey, i work d side - ways to the right hand into the rock, and then turning to the right again, work d quite out and made me a door to come out, on the out - side of my ale or fortification

    現在我必須補充說一下,就是那些東西起初都雜亂無章地堆在那裡,以致占滿了住所,弄得我連轉身的餘地都沒有。於是我開始擴大和挖深山洞。好在巖石質地是一種很松的沙石,很容易,當我覺得圍墻已加固得足以防禦猛獸的襲擊時,我便向巖壁右邊去,然後再轉向右面,直至把巖壁穿,通到圍墻外面,做成了一個可供出入的門。
  20. The main danger in high - rise construction lies in the deep depth of foundation digging, the great height of work place, the much crossover work, the long time for a project

    高層建築施工存在危險的主要方面有:基礎開挖深、作業高度高、交叉作業多、施工工期長。
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