牽樁 的英文怎麼說

中文拼音 [qiānzhuāng]
牽樁 英文
stay pile
  • : Ⅰ動詞1 (拉) lead along (by holding the hand the halter etc ); pull 2 (牽涉) involve; implic...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  1. Garment said the "sordid mess" had many dimensions.

    加門特說,「這缺德事」涉面很廣。
  2. I want to help, but there is a tyranny involved.

    我想幫你的忙,但是這涉到一傷天害理的事。
  3. On that day, two parties made up of the bride s and the bridegroom relatives bring articles for a grasslands family s basic daily use and two half tents prepared for the bride and the bridegroom. with the sound of a whistle, the bridegroom s fellows quickly drive piles and pull ropes to prop up half of a tent. the other party is not to be outdone

    婚禮那天,分別來自男方和女方親友的兩支隊伍,帶著一個草原家庭最起碼的生活和生產用品,帶著各自為新郎新娘準備的半張帳篷,隨著一聲口令,新郎的夥伴們飛快地打繩,撐起一半帳篷,新娘一方也不示弱,以同樣熟悉的技術撐起了另一半帳篷。
  4. Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock

    因此有必要對滑坡進行治理; ( 4 )根據滑坡推力計算結果和本滑坡屬引式滑坡的特點,滑坡體上部相對較穩定,中下部處于基本穩定或不穩定狀態,因此建議此滑坡治理採用上部削坡減載與錨拉抗滑、擋墻進行支擋結合的處理方法,同時結合截排水等措施進行綜合治理; ( 5 )根據地勘資料,通過對危巖體的形態、規模、基座和底界層及分佈特點和分析,將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法; ( 6 )分別對本工程中的危巖體進行了穩定性計算,並且發現其都處于不穩定狀態,因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施,最後還對加固后的危巖體進行了校核計算,滿足要求。
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