爆破速度 的英文怎麼說

中文拼音 [bào]
爆破速度 英文
bursting speed
  • : 動詞1. (猛然破裂或迸出) explode; burst 2. (放在滾油里快炒) quick-fry
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : Ⅰ形容詞(迅速; 快) fast; rapid; quick; speedy Ⅱ名詞1 (速度) speed; velocity 2 (姓氏) a surna...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 爆破 : blow up; blast; burst; demolish (by explosives); detonate; explode; dynamite
  • 速度 : 1. [物理學] velocity; speed; blast; bat 2. [音樂] tempo3. (快慢的程度) speed; rate; pace; tempo
  1. Consider a one - kiloton bunker buster bomb set off at relatively shallow depth ? less than 10 meters ? in wind conditions averaging 10 kilometers an hour

    假設一枚1000噸級的掩體核彈在較淺的深(少於10公尺)引,平均風為每小時10公里。
  2. The experimental results show that the wave shaper can control the moving direction of the rod fragments after the warheads exploded and ensure the integrity rate of the rod and that there is a close relationship between the flight attitude and the positioned angle, which is mainly reflected by the rotation velocity of the rod

    試驗結果表明:採用波形控制器可以較好地控制戰斗部炸后桿形片的飛散方向,以及保證桿條的完整率;桿條的飛行姿態與放置角有密切關系,主要通過桿條旋轉表現出來。
  3. 1. setting a measure device on the drilling machines, a new method of gaining the characters of rock and soil from the blasting drilling is gotten, which is economic and accurate and from which the characters of different parts of the blasting hole are got accurately

    取得的主要成果如下: ( 1 )在鉆孔機械上附加一測量鉆孔鉆進裝置,通過在土巖施工現場直接從鉆孔的鉆進過程來實時獲取炮孔不同部位的巖石性質。
  4. The paper researches the relations between blasting effect and blasting parameters, including diameter of drill, non - coincidence coefficient, hole spacing, hole row - spacing, cartridge diameter, charge per hole, density of line charge, charging structure and detonating manner, and how to adjust the blasting parameters to get the best blasting effect under the given geological condition

    本文在重慶市某高公路合同段進行了現場預裂試驗的基礎上,研究了炮眼直徑、不耦合系數、炮孔間距、炮孔排距、藥卷直徑、單孔藥量和線裝藥密、裝填結構、起方式等參數與效果之間的聯系,以及如何在給定的地質條件下調整參數獲得最佳的效果。
  5. A system that regulates sampling time according to countrate level therefore can reduce this error significantly and its performance is verified by monte ? carlo simulati on

    實踐證明,這種技術減少了對圍巖的壞,提高了巷道的成形質量,降低了材料消耗,有利於提高掘進和降低工程成本。
  6. Abstract : the application of smoothwall blasting in crushed surrounding rock of no. 2 tunnel with crushed surrounding rock has obtained more satisfactory results through selecting rational blasting parameters, adopting right supporting method and controlling the overbreak or underbreak of the tunnel effectively, etc

    文摘:在周家山2號隧道碎圍巖施工中,應用光面技術,通過選擇合理的參數,正確的支護施工方法,有效地控制隧道的超欠挖,加快掘進,取得了較理想的效果。
  7. The application of smoothwall blasting in crushed surrounding rock of no. 2 tunnel with crushed surrounding rock has obtained more satisfactory results through selecting rational blasting parameters, adopting right supporting method and controlling the overbreak or underbreak of the tunnel effectively, etc

    在周家山2號隧道碎圍巖施工中,應用光面技術,通過選擇合理的參數,正確的支護施工方法,有效地控制隧道的超欠挖,加快掘進,取得了較理想的效果。
  8. Study on the safety velocity for concrete lining under p wave loading

    波作用下襯砌混凝土的安全振動研究
  9. There is n ' t beautiful results about the blow - up speed of a blow - up solution, just only the estimate of the lower and super bound of the solution

    對于解的爆破速度至今未有漂亮的結果,只是一般地估出上、下界,點的構造已由merle [ 19 ]給出。
  10. Moreover, we ' d like to study the blow - up speed of solution, since there are many results about blow - up speed obtained in elliptic equations, hyperbolic equations but not in schrodinger equations. i ' ve looked through the latest 3 years " " chinese mathematical digest " and " mathematics review " and found there ' s no paper which is mostly concerned at the study of blow - up speed of nls although in some references there are some related results implied in them

    另外,就是想研究解的爆破速度,因為關于解的爆破速度這方面的內容在拋物型方程、雙曲型方程等中都有討論,但筆者查閱了近三年的《中國數學文摘》和《 mathematicsreview 》沒有發現以具體研究nls爆破速度為核心的文章,盡管在其它一些文獻中有一些隱性的結論,所以這是一個較好的課題。
  11. ( 三 ) under the dynamic load of the explosion, the numeric analysis has been done and achieve the rule as follow : ( 1 ) when the frequency of vibration is 0. 3hz, the acceleration of the slopes top gets the maximum ; so 0. 3hz is believed the natural frequency of the slope as a whole ; ( 2 ) the vibration of explosion can been magnified because of the condition of the landform, when the relative altitude is up to 45m, the acceleration of horizon gets the maximum ; when the relative altitude is up to 100m, the absolute value of acceleration and the deformation of horizon is larger than that in the bottom of the slope ; ( 3 ) in the period of forced vibration, at the top of the slope, the acceleration of horizon become larger and larger ; at the middle part of the slope, it becomes smaller ; ( 4 ) when the explosion velocity of is much little, the shallow part destruction is the primary deformation of the slope

    (三)採用模態疊加法針對動力作用,進行邊坡的動力響應分析,得出了以下結論: ( 1 )振動頻率為0 . 3hz時,坡面頂部水平向加峰值最大;綜合考慮,可認為該邊坡的自振頻率為0 . 3hz左右; ( 2 )地形對地振動存在放大作用,研究剖面的坡面,水平向加及位移在地形相對高差45米左右最大,而後隨相對高差的增高而減小,相對高差為100米時,水平向位移及加絕對值均大於坡腳; ( 3 )強迫振動段,水平向加值隨時間變化的規律為:坡頂節點總的變化趨勢是越來越大,而坡體中部節點的變化趨勢是越來越小; ( 4 )當較小時,變形壞的形式表現為坡頂表面滑塌型。
  12. Based on the numerical simulation method of finite element, the calculation method of particle vibration velocity, an important index reflecting the blasting vibration intensity, is discussed ; and an comparison analysis of the calculation results between two different kinds of charge structures decked with air and water is made

    基於有限元數值模擬方法的基礎上對反映震動強的重要指標質點振動的計算方法進行了探討,並對空氣和水兩種不同間隔裝藥結構下的震動強計算結果進行了對比分析。
  13. Abstract : this paper discusses the vibration velocity of blasting seism and the reaction chart of the blasting vibration, and offers some helpful suggestions about solving engineering blasting problems

    文摘:對地震的振動振動反應譜進行了分析和探討,為解決工程問題提供了參考意見。
  14. This paper confirms a kind of non - linear mapping relation between vibration velocity of particles on building and the influence factors, such as total explosive charge, maximum explosive charge fired at the same time, the distance between blasting point and monitoring points, peak particle velocity of ground where building is, the height from monitoring point to ground, and so on, and sets up a support vector machine ( svm ) model for forecasting the vibration effect induced by an explosion

    應用支持向量機,建立了總藥量、最大段藥量、點與監測點距離、構築物所在地面震動峰值、測點到地面的高等因素與建築物上的質點震動之間的非線性映射關系,確立了支持向量機預測模型。
  15. Optimum design for construction management by limiting the period of survey, drilling, loading and exploding, ventilating and transporting is intensively studied and the applicability of boosting the speed of construction by well organization of space, manpower and machine is fully illustrated

    論文重點闡述了通過縮短測量劃線、鉆眼、裝藥、通風排煙、裝碴運輸作業時間,達到快施工組織設計優化的目的,說明了採用鉆法施工充分利用隧道空間,合理配備人力、機械,隧道開挖施工進得到提高的可行性。
  16. Non - uniformity of the amplifying effect and dimension of the slope are pointed out through analysis of the distribution of the stress and sonic speed in the slope. forms of slope lost stability resulted from blasting vibration are analyzed and appraising rules of slope stability are summarized by a great deal instances on coasts. based on general discussion about calculation methods of the slope stability under the effect of blasting vibration, the synthetical method, a new one, is put forward, analyzed through a sample by and pointed out which is one of most valid methods

    利用波動理論,得出延期時間為nt / m時減震效果最好;在分析邊坡巖體內部應力、質點等分佈規律的基礎上,指出邊坡震動放大效應的不均勻性和邊坡尺寸效應;結合大量滑坡實例,分析了震動引起邊坡失穩壞的幾種形式,總結出邊坡穩定性評價準則;基於對邊坡穩定性計算方法的綜合分析,提出了一種綜合分析方法,通過算例計算分析,證明該法計算精確高、功能全面,是邊坡動力穩定性分析的有效方法之一。
  17. Study on safety vibration velocity caused by blasting for fresh placing foundation concrete

    震動作用下新澆基礎混凝土的安全震動研究
  18. Through the statistic and analysis of rock core crack, sonic wave velocity test, microcosmic structure of core slice observation by electron microscope, core strength test to the sampled damaged slope rock mass, it indicates that the damage degree of smooth blasting to slope rock mass has no obvious relation with blasting scale but with the line density of explosive filling and the strength of the rock in damaged area decreases evidently

    通過受損邊坡巖體取樣巖芯裂隙的統計分析、聲波測試、巖芯切片微觀結構的電鏡觀察及巖芯的強試驗,發現光面對邊坡巖體的損傷程規模無明顯關系,而與光孔的線裝藥密有關,損傷區巖石的強明顯降低。
  19. The multi - degree - of - freedom system structural dynamic response analysis of blasting ground vibration velocity displacement excitation

    地震位移激勵多質點系結構動力分析
  20. The formula of calculating vibration velocity was established suitable for the local geology condition, which can sharply increase the calculation precision, ensure the safety of blasting construction and provide the reference for the future blasting

    建立了適合於當地地質條件的振動計算公式,從而大大提高了計算精,確保了施工的安全,為以後的施工提供了參考依據。
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