錨地管理 的英文怎麼說

中文拼音 [máodeguǎnlǐ]
錨地管理 英文
anchorage administration
  • 錨 : 名詞（鐵制的停船設備） anchor
  • 管 : Ⅰ名詞1 （管子） pipe; tube 2 （吹奏的樂器） wind musical instrument 3 （形狀似管的電器件） valve;...
  • 理 : Ⅰ名詞1 （物質組織的條紋） texture; grain （in wood skin etc ） 2 （道理;事理） reason; logic; tru...
  • 管理 : manage; run; administer; supervise; rule; administration; management; regulation
  1. It is applied to drill heavy duty pretension anchor holes at side slope of water power station, railway or highway projects, to drill drainage holes and grouting pile holes on roof of tunnel gallery

    適用於水電站鐵路公路邊坡大噸位預應力錨固孔排水孔隧道口管棚孔的施工，以及預防滑坡巖石坍塌等地質災害治理工程。
  2. The fourth chapter states, when large crude oil carriers lighting by double sides, the requirements on the equipments and mainly the technical criteria and the operational procedures of the equipments such as hose, fence, communication, which are explained with drawings

    本章主要闡述了確保大型油輪錨地雙舷過駁作業安全有關設備配備的技術標準和操作要求，重點闡明了軟管（ hose ） 、碰墊、通訊、監護船、靠離泊等關鍵設備的配置要求武漢理工大學碩士學位論文和操作程序，並輔以圖片加以說明。
  3. The seventh chapter, according to the characteristics and safety requirements during large crude oil carriers lighting by double sides, advises respectively the administration and port operators how to monitor the operation as for the organization, application, and approval

    第7章是根據錨地雙舷過駁作業的特點和安全管理要求，分別對過駁作業水域主管機關和港口經營人就過駁作業的組織、原則、申請、審批、監護等提出了確保油輪過駁安全的監督管理的有關建議。
  4. Concerning the construction of the shallow cover and the special shallow cover in the tunnel under the special geology conditions, the principle of " to stabilize the slopes with protecting arch ; to strengthen the earth with the pipe - shield support grouting ; to dig a hole shallowly ; to blast slightly ; to use strong supporting structure. " has been adopted to enter the tunnel safely ; in terms of the broken belt, the effective actions such as the pipe - shield support grouting, strengthening the surrounding rock in advance with advanced bolt and steel grids, and so on, are taken to pass the poor conditioned part smoothly

    對于特殊地質中的淺理、特淺埋進洞的施工，堅持「護拱穩定邊仰坡，大管棚注漿加固土體，淺打眼、弱爆破、強支護」的原則，做到安全進洞；對于斷層破碎帶，則採取了管棚注漿，超前錨桿預先加固圍巖並結合鋼格柵支撐等有力措施，順利通過了不良地段。
  5. This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation, and of theory - oriented, engineering analogy, experience and quantitative test. the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing, grouting nail sheath anchored limit condition, rising of bottom of foundation pit and piping. measures are proposed for applying this method to slit stratification in disadvantage geologic

    本文介紹了土釘支護技術的發展及作用機理，並結合工程實例，採用以理論為基礎，重點研究探討了土釘支護在深基坑邊坡穩定分析、土釘抗拉斷裂極限狀態驗算、整體穩定性驗算、注漿釘包裹體錨固極限狀態驗算、基坑底隆起驗算、抗管涌驗算等方面設計計算方法，並提出了在其它不利地質環境中採用土釘支護應採取相應的措施。
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