中英
1
compacting mechanism中文是什么意思
- 中文翻譯
- 造句
- 成形機理
- compact adj. 1.擠滿的，密集的；緊密的；(物質)致密的；( ...
- mechanism n. 1.(機械)結構；機械裝置[作用]；(故事的)結構 ...
- centrifugal compacting 離心塑型; 離心壓壞; 離心壓坯
- coil compacting 帶卷卷緊
- cold compacting 常溫壓制; 冷壓
- compacting action 壓實作用
- compacting by centrifuging 離心塑型; 離心壓塑
- compacting by extrusion 擠壓壓塑
- compacting by rolling 軋壓成型; 軋壓成形
- compacting conditions 壓塑條件
- compacting conveyor 接取機
- compacting crack 夾層
- compacting effect 壓實效果
- compacting equipment 壓實設備
- compacting factor 密實系數(shù); 壓緊系數(shù); 壓緊因數(shù); 壓實系數(shù); 壓縮系數(shù); 致密系數(shù)
- compacting force 成形壓力; 壓緊力
- compacting material 密封材料; 壓實致密材料
- compacting memory 緊湊存儲; 緊湊內存
- compacting method 壓制方法
- compacting molding 粉末壓出成形
- compacting of fill 填土壓實
- compacting of sand 型砂壓實
- compacting of subsoil 夯地; 壓實下層土
- compacting pile 地基處理夯實樁; 夯實樁
- Vibratory parameters and vibratory compacting mechanism of eolian sand
風積沙振動參數(shù)及振動壓實機理 - Based on a dynamic model of the vibrator compacting mechanism the influences of parameters changes on the dynamic characteristics of the system were simulated and analyzed
建立熨平壓實機構動態(tài)特性力學模型，利用計算機仿真，研究了熨平壓實機構的動力學問題，分析了熨平壓實機構動力學參數(shù)變化對該系統(tǒng)動態(tài)特性的影響。 - In this paper , first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed , especially the relationships between gradation , strength and maximum dry density , long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn . by in - situ tests and researches on compacting mechanism of high - filled rock embankments , effecting factors on compaction , construction technology and shock compacting technology , obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction . by deeply research on the theory and methods of quality control of high - filled embankment , settled are the questions as quality detection method and control standard of high - filled rock embankment
本文首先總結和分析了國內外公路和壩工行業(yè)已有的相關成果，深入探討了填石料的工程性質與最大干密度、長期穩(wěn)定性等之間的關系，得到了一些有益的結論；通過現(xiàn)場試驗路堤的試驗和對高填石路堤壓實機理、填石路堤壓實效果影響因素、施工工藝和沖擊壓實技術等研究，解決高填石路堤壓實工藝和最優(yōu)碾壓參數(shù)控制等技術問題；通過深入研究填石路堤壓實質量控制原理和方法，解決高填石路堤壓實質量檢測方法和控制標準技術難題；解決高填石路堤沉降觀測技術問題，并根據(jù)沉降觀測結果研究高填石路堤地基和路堤沉降變化規(guī)律，得到了能預測沉降變化規(guī)律的“龔帕斯”成長曲線預測模型；根據(jù)工程實際，深入研究了邊坡穩(wěn)定性的影響因素，得到了有益的結論。
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