擬火成巖 的英文怎麼說

中文拼音 [huǒchéngyán]
擬火成巖 英文
quasi-igneous rock
  • : 動詞1. (設計; 起草) draw up; draft 2. (打算; 想要) intend; plan 3. (模仿) imitate
  • : fire
  • : 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. (巖石) rock 2. (巖峰) cliff; crag
  1. In my article, we first have made a conclusion by reservoir - forming chronology that the forming - age of reservoir is 108. 27 ?. 57ma, of which, the source rock came from carboniferous - permian strata ; we have perfected our basin - modeling software, so it can calculate quantificationally the contribution radio to hydrocarbon - generating caused by igneous intrusion as a technical problem, in which we have a daring trail

    本文首次在文安斜坡應用藏年代學精確地測得了以石炭?二疊紀煤系為源的油氣藏藏年齡為108 . 274 1 . 57ma ;進一步完善了盆地模軟體,首次定量地模計算了侵入對生烴的貢獻這一技術難題,在這一方向上我們作了大膽的嘗試。
  2. In caldera, thrusting jets of air rise through fine sand, mimicking the development and collapse of a volcanic magma chamber

    的上升氣流穿透細沙層噴射而出,模漿室在山內的形與塌陷。
  3. First, based on comprehension analysis of the present study status on optimizing method to displacement back analysis in underground engineering home and abroad, intelligent optimizing method, which fits the features of underground engineering, has been developed by introducing annealing algorithm and genetic algorithm and improving them. second, according to practical features of nonlinear displacement for underground engineering, the mechanical model on back analysis to initial ground stress and mechanical parameters of surrounding rock mass in underground engineering is established, which is based on the measuring results of displacement of convergence in underground holes. while, by introducing finite element method and combining improved annealing algorithm and improved genetic - annealing algorithm, the theory and method of elastic - plastic displacement back analysis to surrounding rock in underground engineering has been founded

    首先,本文在綜合分析國內外地下工程優化位移反分析方法研究現狀的基礎上,引進模退與遺傳演算法,並對其進行改進,建立了適合於地下工程問題特點的智能優化演算法;其次,根據地下工程非線性特點,基於地下工程洞周收斂位移量測結果,建立了用於地下工程初始地應力與圍力學參數反演分析的力學模型,並引進有限元分析手段,結合改進模退演算法與改進遺傳-模退演算法,分別建立了基於這兩種智能優化演算法的地下工程圍彈塑性位移反分析理論與方法,並開發了相應的分析計算程序,為地下工程圍穩定性與開挖順序優化分析奠定了基礎;然後,在上述基礎上,根據地下工程開挖施工順序優化設計的特點,建立了基於圍塑性區面積的地下工程開挖施工順序優化分析模型,基於改進模退演算法與改進遺傳-模退演算法建立了地下工程開挖施工順序優化分析方法,並開發了相應的分析計算程序;最後,將上述分析計算程序用於工程實例分析,探討了其應用方法,證明了該文研究果的合理性和可靠性。
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