破裂斷面 的英文怎麼說

中文拼音 [lièduànmiàn]
破裂斷面 英文
broken-out section
  • : 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...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 破裂 : break; fracture; burst; split; rupture; crack
  • 斷面 : section; fracture surface; plane of fracture
  1. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體結構,特別是軟弱結構對基巖斜坡變形與壞具有顯著的控製作用,巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層構造節理隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構,這些成因不同大小不一的結構將巖體分割成性質各異力學強度不均的各種巖體結構體,構成了15種基巖斜坡變形壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  2. The author suggests that the three lithosphere - scale faults, lancangjiang fault, jinshanjiang - ailaoshan fault and axis fault in the middle of the basin, are the main geological structures that control the formation of basin, magmatism and metallogenic congregate district. the anticline structure with an axis of triassic strata and the related fault system within the basin, and gonglang arch - shaped folding structure in the south of the basin are the geological structure controlling the formation of ore fields. junctions of two or more faults with different orientation, interlayer cataclastic structural zone and oxidation - reduction ( redox ) boundary were the favorable position for the formation of ore bodies

    認為瀾滄江、金沙江-哀牢山及盆地中軸這三條巖石圈是主要的控盆-控巖(巖漿巖)構造及礦集區尺度的控礦構造;盆地中以三疊系為軸的背斜構造及相關的系統、盆地西南緣公郎弧形構造等是礦田尺度的控礦構造;多組的交叉、層間碎帶及地層柱中的氧化還原界是形成礦體的有利部位。
  3. Sicp / al matrix composites, with 5, 15 and 25 % volume fraction of sic particles, were prepared by vacuum hot - pressing sintering processing in this paper. based on mechanics properties, sem observation and energy dispersive x - ray analysis, the interface reaction phenomenon of sicp / al composites made by vacuum hot - pressing sintering, as well as the reinforcement and fracture mechanisms of this composite were analyzed. the dynamic responses of sipc / al composites were studied by a split hopkinson high - speed pressure bar impact system which strain rate was from quasistatic state strain rate ( 3. 3 10 - 3s - 1 ) to dynamic state strain rate ( 5. 2 103 s - 1 )

    本研究以武裝直升飛機防護裝甲材料為研究對象,採用真空熱壓粉末冶金燒結工藝制備了含sic顆粒體積分數分別為5 、 15和25的sic顆粒增強鋁基復合材料,結合其力學性能、掃描電鏡和界微區能譜分析結果,分析了sic _ p al復合材料的真空燒結過程中的界現象,以及材料增強和機理,並利用hopkinson高速壓桿沖擊實驗系統對其從靜態到動態(應變率為3 . 3 10 ~ ( - 3 ) s ~ ( - 1 ) 5 . 2 10 ~ 3s ~ ( - 1 ) )的壓縮壞響應進行了研究,分析了不同體積分數sic _ p al復合材料高應變率壓縮載荷下,材料的變形和微觀損傷機理,以及利用高速沖擊空氣炮測定了改復合材料制備剃度復合板的穿透性能。
  4. The floor joist was cracked and fractured, but no debris was deposited in the basement, as the subflooring remained intact.

    地板托梁,但是因地板下安然無恙在地下室並未落下碎片。
  5. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展,深基坑支護工程越來越多,綜合青島市區的地質狀況,除海邊有砂性土及淤泥軟土外,大部分地域巖土條件相對較好,多以強風化巖為主,但巖石隙發育,間或有帶和穩定性極差的煌斑巖穿插其中,基坑施工時需要爆施工,對邊坡的穩定造成了不利影響,加之連續出現的幾次滑坡失穩事件,基坑支護工程越來越引起了各方的重視。
  6. Here we obtain the strain compatibility method ande equilibrium of forces and concepts of fracture mechanincs, they can be used to predict the ultimats strength in flexure that can be achieved by such elements, given the cfrp cross - sectional area, or conversely, the required cfrp cross - sectional area to achieve a targeted resisting moment of rehabilitated flexureal elements

    Cfrp加固梁在承受彎曲荷載時的壞是鋼筋屈服后碳纖維和鋼筋屈服后混凝土壓碎。本文通過應變相容方法和對壞機理的定義,由給定的cfrp橫截積預測加固梁的極限彎曲強度;或者相反,在已知加固梁的極限彎曲強度時可以求出所需的cfrp橫截積。
  7. The directivity shows that the np i is the fault plane, and that the earthquake ruptured unilaterally from the northeast to the southwest, nearly perpendicular to the strike of the java trench

    P波顯示的方向性效應表明:走向為199的節傳播方向為自東北向西南方向,幾乎垂直於爪哇海溝走向。
  8. The source time function directivity is in accordance with the p waveform directivity, clearly showing that the nodal plane of strike 199 is the fault plane and that the earthquake ruptured unilaterally from the northeast to the southwest

    震源時間函數的這種方向性效應與p波的方向性效應相一致,清楚地表明:走向為199的節,地震是從東北向西南方向單側的。
  9. Through the research and analysis on the three aspects concerning the base interface of the pavement panel, crack accumulation, expansion in the pavement panel and interaction between spring plates on the road surface as well as its damage on the road fatigue, it is first brought forth that the process of fissures and breakage in the cement concrete pavement can be divided into three stages, i. e. stage of initial crack formation and damage in the bottom of the pavement slab, stage of accumulation, intensifying & expansion in ruptures from load during the time of use and stage of fissures & breakage in the pavement

    通過對路板底界、路板中縫積聚、擴展和路車板相互作用及其對路疲勞壞的影響等三個層的研究和分析,首次提出水泥混凝土路的開壞過程可以分為三個階段,即路板底初始損傷西南交通大學博士研究生學位論文第11頁和早期縫的形成階段、使用期間荷載作用對路造成的開損傷累計、加劇和縫擴展階段以及路壞階段。
  10. As for the change of reaction temperature, a good appearance of microspheres will be observed. after heat treatment we obtain the mesoporous sio2 microspheres, the morphology, size and size distribution of microspheres before and after sintering were investigated by using the scanning electron microscopy ( sem ). the desorption of water and ethanol and decompostion of polymers in microspheres were analyzed by using tg - dsc machine

    當r 1時將導致微球產生,而r 4時則生成凝膠狀物質;其他條件不變時,微球形貌隨ph值的增大逐漸變差,最終;乙醇含量增大時,微球粒徑逐漸增大;而隨著反應時間的進行,顆粒逐漸長大,微球形貌不完善,表逐漸平滑;反應溫度的變化會得到更光滑的微球表,微球粒徑隨之增大。
  11. Standard practice for fracture testing with surface - crack tension specimens

    用表張力試樣做檢測的標準實施規范
  12. To know the rupture course and rupture range, we simulated the process of rupture on the overlaying soil with soft interlayer by plane strain finite element method in this paper

    摘要為了了解軟夾層對基巖上覆土層的影響,確定土層的范圍,採用平應變有限元法,模擬了有軟夾層的上覆土層在層錯動時的過程。
  13. Connection and sealing device for new and old casings used when repairing the broken and damaged casing in well with large area, long length, as well as repairing the wrongly cut casing in well ? ? packer - type casing patch - connector

    修復積大,長度長,,損壞的井內套管,修復錯的井內套管時所用的新舊套管的連接密封裝置?封隔器型套管補接器。
  14. [ english ] connection and sealing device for new and old casings used when repairing the broken and damaged casing in well with large area, long length, as well as repairing the wrongly cut casing in well ? ? packer - type casing patch - connector

    修復積大,長度長,,損壞的井內套管,修復錯的井內套管時所用的新舊套管的連接密封裝置?封隔器型套管補接器。
  15. Seismic fracture, fault fracture and permafrost fracture all gave negative effects on engineering construction and formed geological hazards at many localities along the golmud - lhasa highway and railway ice fractures formed in freezing rivers and lakes and on the top of pingos have not shown any hazard effect on engineering constructions up to the present

    地震縫和凍土縫對青藏公路、青藏鐵路及沿線工程安全具有不良影響,這些地縫切割錯路基,形成路和路基滑塌,產生顯著的災害效應。
  16. The paper is on how to set up lab platform of vapour spewing to uppercooling water surface to coagulate directly and to observe and analyse which vapour coagulate on the water surface, the results enable people to know the security system of nuclear power. the range of the pressure parameters of prz is from 0. 2mpa to 0. 6mpa, and the range of the initial temperature parameters of cmt is from 23. 5 to 78. 5, all of the testing points are 30 and there are fifty thousand testing data. many results of vapour spewing to uppercooling water surface vertically to coagulate can get. for example : coagulating can make the water of cmt surge forcefully when vapour spews to uppercooling water surface, too many vapour - bubbles come into being and strike the water of cmt owing to rupture continually, all these will strengthen the surge because of the vapour pressure of cmt

    實驗中prz飽和蒸汽壓力變化范圍為: 0 . 2mpa - 0 . 6mpa , cmt中水初始溫度變化范圍: 23 . 5 - 78 . 5 ,實驗中測試工況30個左右,實驗測試數據50萬余個,得出了很多與非能動安全系統相關的蒸汽垂直噴向過冷水表凝結時的結論:蒸汽垂直噴入過冷水表凝結時會造成cmt中液的強烈波動和振蕩,產生大量蒸汽汽泡,汽泡不對cmt中液體帶來很大沖擊,勢必引起cmt中液體的振蕩,造成cmt汽空間汽壓不均勻,加強cmt液體的振蕩和波動。
  17. Polarization microscope had observed that the size of sphere crystal of pp after adding organic rigid particles became smaller, the excellent compatibility of interphase between matrix and organic rigid particles in composite has been proved, and the organic rigid particles were drew out into cavities from matrix in the photograph of the impact breaking section by sem. the reason of enhanced toughness of the composite is that the material absorbed amount of energy at forming cavities, which is the mechanism of the pp composite toughened with the organic rigid particles

    偏光顯微鏡顯示加入有機剛性粒子可使pp的球晶尺寸減小, sem觀察到復合材料中基體材料和剛性粒子的界相容性較好,在沖擊壞的材料上,剛性粒子明顯被拔出形成「空穴」 ,這些微小空穴較易產生而吸收能量,從而提高了材料的韌性,這是剛性粒子復合聚丙烯的增韌機理。
  18. These findings with acute abdominal pain should strongly suggest the possibility of intraperitoneal rupture of abdominal teratoma

    我們認為電腦層顯示有脂肪液體分界層的徵兆是應該高度懷疑畸形瘤
  19. In underground engineering, the cavity axis should be designed to intersect fractures with large - angle ( 90 ) as it traverses fault and joints

    摘要在地下工程中,當洞室穿越層、節理等碎帶時,應盡可能使洞軸線走向與的走向呈大角度相交( 90 ) 。
  20. A right lateral strike slip, which is shown by mapview distribution of the whole fault zone, displacement of the strata, drag folding, s - c fabric and association of subsidiary faults, forms the mainly deformational mechanism

    右行走滑活動的主要標志包括帶的平展布、地層錯動、牽引褶皺、 s - c組構、次級組合等。
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