襯合墻 的英文怎麼說

中文拼音 [chèn]
襯合墻 英文
composite plane wall
  • : Ⅰ動詞1 (在裏面托上一層) line; place sth underneath 2 (陪襯; 襯托) set off Ⅱ名詞(襯在裏面的附...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 名詞(磚、石等築成的屏障或外圍) wall
  1. This article, takes some project for landslip in a small district in zunyi for example, tells you the useful experience of water proof, sueface prevention structure and sticking of the surfaces of mountain slopes, and so on

    摘要文章以遵義小區某滑坡治理工程為例,介紹了滑坡治理中有效解決坡面防水、護面結構與坡面的粘結等問題的實踐經驗,提出了錨桿支護、掛網噴砼、坡腳擋護、噴面邊界澆築連系梁的綜治理措施。
  2. 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牽引式滑坡的特點,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樁、擋進行支擋結的處理方法,同時結截排水等措施進行綜治理; ( 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。
  3. The construction of the multiple - arch tunnel is deeply related to the form of center partition, the tunnel ' s section and excavation method etc. the change regularities of stress field caused by excavation are studied by 4 multiple - arch unlined tunnel model tests. the difference in lining for various multiple - arch sections is analyzed and the mechanics characteristics of center partition is discussed. then, a reasonable construction method for multiple - arch tunnel and a better section are put forward

    通過4個連拱模型試驗,研究了連拱毛洞開挖引起的應力場變化規律,對不同的連拱斷面的砌受力差異進行了深入的分析,同時對中隔的受力特點也作了探討,提出了理的連拱隧道構築方法及優化斷面圖。
  4. Dtu 25. 42 - building works - internal insulation and wall linings using gypsum composite panels - part 1 : technical specifications

    Dtu 25 . 42 .建築工程.使用石膏復板的內部絕緣和.第1部分:技術規范
  5. Dtu 25 - 42. building works. private contracts. internal insulation and wall linings using gypsum composite panels. part 2 : special clauses

    Dtc 25 - 42 .建築施工.專門同.使用石膏復板的內絕緣和.第2部分:特殊條款
  6. Dtu 25. 42 - building works - private contracts - internal insulation and wall linings using gypsum composite panels - part 2 : special clauses

    Dtc 25 . 42 .建築施工.專門同.使用石膏復板的內部絕緣和.第2部分:特殊條款
  7. Standard test method for measurement of index flux through saturated geosynthetic clay liner specimens using a flexible wall permeameter

    用柔性掛滲透計測量透過飽和土工成織物粘土墊樣品的標準通量的標準試驗方法
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