河成階地土 的英文怎麼說

中文拼音 [chéngjiēde]
河成階地土 英文
river terrace soil
  • : 1 (天然的和人工的大水道) river 2 (指銀河系) the milky way system; the galaxy 3 (特指黃河) t...
  • : Ⅰ動詞1 (完成; 成功) accomplish; succeed 2 (成為; 變為) become; turn into 3 (成全) help comp...
  • : 名詞1. (臺階) steps; stairs 2. (等級) rank 3. [醫學] (耳蝸的三個螺旋管的任一個) scala 4. [數學] order 5. [地質學] stage
  1. The material sources of the zhangxia loess which is exposed on the terraces in zhangxia of changqing region of jinan are complicated, including materials transported by northwestern current and eastern bohai bay current and the local pluvial sediments

    其中出露在的濟南市長清區張夏鎮的黃物質來源復雜,既有西北氣流、東部渤海灣氣流搬運而來的物質,又有當的坡洪積碎屑物質。
  2. At the end of late pleitocene, influenced by the climate of glacier period, the last great event of the region in the geological time was taken place so that the migration and extinction of organism species were resulted, loess accumulation was generally developed throughout the whole region, in the holocene, the most important environmental change was fluvial process, which was still influnced by two factors - neotectonics and palaeoclimatic changes

    更新世晚期末,受末次冰期氣侯的影響,本區發生了史時期的最後一次大事件,造了物種遷移和絕滅,全區廣泛發育黃堆積。進入全新世,本區環境變化以流作用最為顯著,沉積物主要分佈在各大水系的谷中,構一、二級和近代床與漫灘堆積。
  3. River terrace soil

    河成階地土
  4. 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水利樞紐工程,由於該工程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、蓄水期等各個段可能產生的破壞進行了認真研究。
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