行坂 的英文怎麼說

中文拼音 [háng]
行坂 英文
yukisaka
  • 行 : 行Ⅰ名詞1 （行列） line; row 2 （排行） seniority among brothers and sisters:你行幾? 我行三。where...
  • 坂 : 名詞[書面語] （山坡; 斜坡） hill slope
  1. This paper emphasize the research of geometry, kinematics, age of formation of oblique - thrustin. it is discussed that geological significance of obligue - trusting. ( 1 ) this paper classified the strata of sertengshan - xitieshan in northern qaidam basin into daken - dabanyan group in lower proterozoic, tanjianshan group in ordovician - silurian period, aimunike group in upper devonian period and guokesan formation of zhongwu - nunsan group in permo - carboniferous

    （ 1 ）對柴達木盆地北緣的賽什騰? ?錫鐵山一帶出露的地層進行了較為系統的劃分，釐定了古元古代達肯大坂巖群、奧陶? ?志留紀灘間山（巖）群、泥盆紀上泥盆統埃姆尼克群、石炭? ?二疊紀中吾農山群果可山組。
  2. Cross the intersection from hachiko exit of jr or subway, walk straight on dogenzaka. take right at dogenzakaue kobanmae

    在jr和各地鐵以及私營鐵路澀谷站下車，沿道玄坂向圓山町方面行進。
  3. The large - scale composite ductile shear zone around laerdun daban is analyzed into three stages including horizontal dispatch, uplift by compression and magrnatic intrusion, and dextral strike - slip ductile shearing, respectively of late early paleozoic to early late paleozoic, late devonian, and permian - triassic ages

    摘要拉爾敦達坂一帶發育的大型復合式韌性剪切帶，經解析分為水平拆離、擠壓和巖漿侵入隆升、左行走滑韌性剪切三個不同階段，變形時限分別限定在早古生代晚期至晚古生代早期、晚泥盆世和二疊三疊紀。
  4. On the tokyo metro ginza marunouchi lines. 3 - minute walk from no. 7 exit of nagatacho sta. on the tokyo metro hanzomon line ( or yurakucho line via 10 minute - walk thru the platform of hanzomon line. )

    東京地鐵銀座線?丸內線赤坂見附站出口步行1分鐘、東京地鐵半藏門線?有樂町線永田町站7號出口步行3分鐘（有樂町線經由半藏門線總站步行10分鐘）
  5. In this project, the maximum height of the dam is 81m, but the deep overburden in the riverbed has the depth of 147. 95m which is about two times of the maximum height of the dam body, so the seepage and liquefaction prevention of the dam foundation becomes the key and important problem in the design of the dam project. the static stress and deformation under three different projects - horizontal blanket project, clay core project and asphalt core project - for the dam is analyzed comprehensively. the damage that may be induced by variable factors on the dam body in time of engineering completion and water impounding operation period is seriously studied

    其次，將這一模型用於分析下坂地水利樞紐工程，由於該工程河床覆蓋層深度最深達147 . 95m ，是壩體高度的近兩倍左右，壩基的滲流和液化成為壩體安全主要問題，本文對該壩的三種設計方案即水平鋪層防滲方案、粘土心墻防滲方案及瀝青心墻防滲方案的靜態應力位移及壩體在竣工期、蓄水期等各個階段可能產生的破壞進行了認真研究。
  6. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。
  7. Jr, subways or other lines shibuya, from east exit, along miyamasuzaka, about 10minutes walk. or the tokyo metro ginza line, hanzomon line and chiyoda line omote - sando b2 exit, about 8 minutes walk. an lush park in the middle of the city

    在jr和各地鐵以及私營鐵路澀谷站下車，由東口沿宮益坂步行10分鐘；或者由東京地鐵銀座線、半藏門線、千代田線的表參道站b2出口步行8分鐘
  8. 1 - minute walk from the akasaka - mitsuke sta on the tokyo metro ginza line and marunouchi line

    東京地鐵銀座線?丸之內線赤坂見附站出口步行1分鐘
  9. The first steps to understanding columbine, they say, are to forget the popular narrative about the jocks, goths, and trenchcoat mafia ? click here to read more about columbine ' s myths ? and to abandon the core idea that columbine was simply a school shooting

    他們說，要了解克倫坂中學事件的第一步，是要忘記過去流行的關於他們是四肢發達頭腦簡單，哥特人，或黑手黨之類的說法（點擊這里閱讀更多有關克倫坂中學的傳說） ，要排除克倫坂中學事件只是一樁簡單的校園槍擊案這樣的想法。
  10. Osaka dai - ichi hotel is located within a few minutes walk from jr osaka station and other train and subway stations

    從大坂第一飯店座落地，客人步行幾分鐘可至jr大阪站和其他的火車站或地鐵站。
  11. The project proposal has been approved by the autonomous region, urumqi city and dabancheng area

    自治區、市、達坂城區均已對該項目建議書進行批復。
  12. On the toei subway oedo line. 10 - minute walk from the no. 2 exit of kagurazaka sta

    都營地鐵大江戶線牛入神樂坂町a1出口步行0分鐘
分享友人
分享到 Line

分享到臉書