錯動 的英文怎麼說

中文拼音 [cuòdòng]
錯動 英文
dislocation
  • 錯 : Ⅰ形容詞1 （錯誤; 不正確） wrong; mistaken; erroneous 2 （用於否定: 壞; 差） bad; poor 3 （交叉; ...
  1. Approach on break crossover point diastrophism direction of break coal intersecting line drawing in complex structure area

    復雜構造區斷煤交線繪製法中斷裂交點錯動方向的探討
  2. Incipient shearing of main crop ore shows the development of hairline mylonitized shear zones that rapidly increase up to 2mm in width.

    主茬礦石的初始的錯動是呈毛發狀的糜棱巖化剪切帶，然後很快地增大到2毫米寬。
  3. - not bad. - mazel tov

    -不錯-動真格的了
  4. Not bad. - mazel tov

    不錯-動真格的了
  5. There are lots of primary structures, such as bed interfaces, lagerklufts and diagonal joints, in the emeishan volcanic, which dislocated to be dislocation interfaces later. especially in those primary structures that were filled with the epidote - quartz vein, the dislocation interfaces are more aptter to grew

    錯動帶主要是利用玄武巖中原生層面、層節理和斜節理等原生構造錯動變形而成，尤其是當原生構造中充填有熱液型綠簾石?石英脈時，錯動變形更易於發生。
  6. Field investigations found that epigenetic reworking deformation fracture include 3 types, named normal relief fracture, fracture filled mud and epigenetic reworking of disturbed belts. and epigenetic reworking of rock mass structural also includes gradual deformation of the blocks that are made up of different attitudes structural planes besides normal relief. through field geological investigations, the features of rock mass structural planes are generalized, especially development laws of interlayer shearing belts, instrastratal shearing belts, faults and base crack

    在已有研究成果基礎上，總結了壩區玄武巖的巖相特徵和構造應力場對巖體結構的影響；通過現場調查，總結了3種類型淺表生變形破裂，即正常卸荷型破裂、鬆弛夾泥型破裂和緩傾角錯動帶表生改造；通過野外地質調查，總結了層間錯動帶、層內錯動帶、斷層和基體裂隙的發育規律。
  7. All of the hydraulic structures are arranged in the right bank and four underground seepage tunnels are arranged parallel in horizon, and the axle wires intersect with syncline axis almost perpendicularity, and with rock formation obtusely. complex underground tunnels are formed under such formidable conditions, and each of seepage tunnels crosses nuclear of syncline and comes up against interlaminar sharing disturbed belt at different footage

    四條引水發電隧洞在平面上平行布置，軸線方向與本區構造線方向近於垂直，與巖層走向大角度相交，構成一復雜地下洞室群，並在不同洞段通過沙金壩向斜核部，且遭遇多條層間剪切錯動帶。
  8. Among them, the interface element is used to think of the interface slippage and ripping, and the infinite element is used to reflect the remote effect of infinite foundation soil field

    其中，接觸單元考慮結構與土壤之間的錯動滑移及拉裂，而無限元可有效地反映地基土體無限域的遠場效應。
  9. Through the all - sided tectonic analyses, it can be deduced that there are two aspects will be the hidden defects to the dam and the engineering stability of the reservoir area. one is the dislocation interfaces resulting from the the majiaheba faultage ' s thrusting overriding and other causes of formation. the second is the region of strong deformation, such as the above of the dam, middle and high positions of the lava layers and the regions of overprint of the structure of ne to the one of nw, which should be taken into account especially

    通過區域和壩區錯動帶的全面構造解析，認為由馬家河壩斷層逆沖推覆作用而在壩區形成的向金沙江下游緩傾的錯動帶以及其它成因的錯動帶是壩區和庫區工程穩定的隱患，尤其是變形較強的壩址區上游區、中高層位以及北西向構造期的錯動帶疊加於北東向構造期錯動帶的部位，更應該引起足夠的重視。
  10. The preferences are analyzed, pipe ’ s parameters such as depth, thickness, pipe diameter, and mechanical property of material ; soil parameters such as soil types, internal friction angle, pipe - soil interaction ; fault ’ s parameters such as fault types, fault throw, fault drop, fault - pipe angle, mechanical property of material ; load types such as gravity force, linear displacement load, seismic load and seismic wave. some conclusions are drawn from the calculating results : when buried pipes cross fault, pipe ’ s embedded depth should be shallow, and big pipe diameter and thick wall should be selected. avoid the site where fault moves severe, and select suitable pipe - fault angle

    在有限元三維模型建立中考慮的因素有:管道自身參數如管道埋置深度、管壁厚度、管徑、管道材料等;巖土材料參數如土體類型、巖土的內摩擦角、管土相互作用等;斷層考慮有斷層類型，斷層斷距，斷層錯動距離，斷層與管道的交角，斷層材料的考慮等;荷載分別考慮靜荷載，動荷載，其中動荷載包括線性位移加載、地震力加載和地震波加載等。
  11. The dislocation interfaces, which have different directions, different combinations, different scale, different deformation strength and different properties, are belonged to shallow structure. they are the products of multi - stages, multi - periods and multi - causes of movement during the himalayan epoch. they were controlled by and resulted from 2 structural stress fields of ne structure and nw structure

    由此認識到，壩區發育的不同方向、不同形態和組合型式、不同規模、不同變形強度和不同性質的錯動帶屬于地殼淺部構造層次，是本區喜馬拉雅運動多期次、多階段、多成因的構造產物，分屬于區域上ne向構造帶和nw向構造帶的構造成分，並受控于這兩期構造的構造應力場。
  12. There had grown a lots of dislocation interfaces in the emeishan volcanic of permian period in the dam area of the jinsha river xiluodu hydroelectric power station being planned to build. the dislocation interfaces have great unslighting influence to the engineering stability of the dam

    擬建的金沙江溪洛渡水電站壩區二疊系峨眉山玄武巖中發育有一定數量和規模的層間和層內錯動帶，它們對大壩的工程穩定性有著不可忽視的影響。
  13. The dislocation interfaces of early stage were controlled by the slide of the ne fold. the dominant dislocation interfaces, in the dam area, is the one of the second stage, which resulted from the slide of the lava layer and lagerkluftes from nw to se because of the affect of the majiaheba faultage ' s thrusting overriding to the dam area from nw to se. the dislocation interfaces of the third stage were the result of the overprint of the structure of ne to the one of nw

    早期階段形成的錯動帶受控于北東向縱彎褶皺的層間彎滑機制；第二階段形成的錯動帶在壩區佔主導地位，它們是由於北東向馬家河壩斷層由北西向南東的滑脫逆沖推覆影響壩區，並造成壩區向南東緩傾的巖層沿原生構造面向南東滑動的結果；第三階段形成的錯動帶則是由於北西向構造疊加於早期北東向構造之上而致。
  14. Our results show that point source, finite fault and multi - sources are well reconstructed

    本文結果顯示單一點震源，有限長斷層錯動及多重點震源皆可有效的加以重建。
  15. For example, video cameras monitoring an assembly line can feed video data into a universal server database that can detect anomalies such as defects and trigger corrective action, thus improving product quality at a lower cost

    例如，監視組裝生產線的攝像機能把視頻數據饋送到萬能服務器的數據庫，該數據庫能探測出異常，如缺陷，並能觸發糾錯動作，從而以較低的成本改進了產品的質量。
  16. 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破裂的影響，確定土層的破裂范圍，採用平面應變有限元法，模擬了有軟夾層的上覆土層在斷層錯動時的破裂過程。
  17. The observatory will acquire a broadband seismograph to strengthen hong kong s capability to predict tsunami. data received by the seismograph will be used to determine the details of the movement of the earth s plates during an earthquake

    為了加強預測海嘯的能力，香港天文臺將購買一部寬頻地震儀，收到的數據可以用來計算地震時地殼錯動的仔細情況。
  18. Study on influence of fault dislocation on a core rockfill dam

    基巖斷層錯動對心墻堆石壩的影響研究
  19. On calculating glide between plates of satellite structure during uplift

    衛星吊裝過程的板間錯動數值計算研究
  20. Engineering study on the intrastratal faulted zone of the rockmass in a dyke

    某壩區巖體中層內錯動帶的工程研究
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