超徑的百分數 的英文怎麼說

中文拼音 [chāojìngdebǎifēnshǔ]
超徑的百分數 英文
percentcoarser
  • : Ⅰ動詞1 (越過; 高出) exceed; surpass; overtake 2 (在某個范圍以外; 不受限制) transcend; go beyo...
  • : Ⅰ名詞1 (狹窄的道路; 小路) footpath; path; track 2 (達到目的的方法) way; means 3 (直徑的簡稱...
  • : 4次方是 The fourth power of 2 is direction
  • : 百名詞(姓氏) a surname
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 數副詞(屢次) frequently; repeatedly
  1. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據地形地質條件,充模擬了蝕變帶、節理裂隙、 f6斷層、灌漿帷幕等,較為真實地建立了壩體與地基相互作用整體三維值模型;採用有限元法對壩體及壩基在不同工況下應力應變狀態開展析,評價各工況下壩基運行狀態;而後採用載法和綜合法對大壩穩定性進行析,模擬壩基漸進性破壞過程,從而得到壩基在載和強度下降過程中破壞模式和破壞發展路,最終確定壩基載安全系和綜合安全系
  2. The working stress state and the stability of typical blocks of baise rcc gravity dam are computed and studied based on the 3d non - linear finite element method ( fem ) and rigid body - spring element method ( rbsm ). the analysis of failure process, failure mode, failure mechanism of the dam are studied with overload method and combined method in which rock strength parameters are decreased while water load is overloaded to a certain degree. in this paper, the following works are done

    本文充發揮有限單元法和剛體彈簧元法優點,對色rcc重力壩典型壩段( 9b 、 4b )地基穩定安全性進行析和計算,從載法、綜合法等不同角度,對壩基穩定性開展研究,析壩體和壩基破壞過程、破壞形態和破壞機理,確定壩基可能滑動路和滑移模式,評價工程穩定安全性。
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