嵌固樁 的英文怎麼說

中文拼音 [qiàngùzhuāng]
嵌固樁 英文
fixed pile
  • 嵌 : 嵌名詞（用於地名） a word used in place name
  • 固 : Ⅰ形容詞（結實; 牢固; 堅硬） firm; hard; solid Ⅱ副詞1 （堅決地; 堅定地） firmly; resolutely 2 [書...
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  1. This paper describes the construction technique of offshore anchoring rod rock - socketed piles for dalian beiliang oil product terminal, with the emphasis laid on the construction method of offshore construction platform, cleaning up inside piles, rock - socketed anchoring rod, and anchoring bolt, as well as means for dealing with special situations during construction

    摘要介紹大連北良石化成品油裝卸碼頭海上描桿嵌巖樁施工技術，著重介紹海上施工平臺、樁內清理、嵌巖錨桿、錨固硅的施工方法及施工中特殊情況的處理。
  2. Research results show that foundation pit slope soil structure destroy characteristic is subgrade shear strain destroy, namely, it is gradually destroy. lateral displacement of retaining and protecting piles has relations with embed depth, load grade and strength index parameter. soil displacement and timbering pile displacement are in harmony with deformation

    研究結果表明，基坑邊坡土體具有地基整體剪切變形破壞的特點，系漸進破壞的過程；支護樁側向變形是樁嵌固深度、荷載大小、土體強度參數變量的函數；土體的位移和支護樁的位移滿足變形協調條件。
  3. Axial buckling analysis for top - free and bottom - fixed pile

    底部嵌固樁的穩定性分析
  4. ( 3 ) rock bolts are used as an extension of the supporting piles. this structure solves the embedding problem of cantilever pile and is newly applied in foundation trench in china. no environment contamination appears in this old crowed town because no detonation or mechanical drilling

    （ 3 ）利用巖石錨桿作為圍護樁的延伸成功地處理懸臂樁嵌固的問題，該結構方式的應用為國內首例，避免了在舊城鎮老房屋密集區基巖爆破和機械成孔對周圍環境的影響和污染。
  5. Various distribution models of the coefficient of subgrade reaction can be considered after the two - parameter method is employed. the commonly used " k " method, " m " method, and " c " method can easily be obtained from it. thus, the solutions of the internal force along the studied stabilizing piles have more ordinary representation by the two - parameter method

    2 、引入雙參數法后，能夠考慮土抗力的多種分佈模式，常用的m法、 k法、 c法均被涵蓋在其中，從而在計算樁的嵌固段內力分佈時得到的計算表達式更具有代表性。
  6. The effect of such factors, as the frozen soil degradation, the soft effect of restraints of soil to bridge foundation, on the safety and seismic response of railway bridges are considered and simulated

    結果表明，當凍土退化而導致地基嵌固作用降低時，橋梁墩身的地震彎矩減小，樁身彎矩和墩頂位移增大。
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