anisotropic soil 中文意思是什麼

anisotropic soil 解釋
各向異性土
  • anisotropic : adj. 1. 【植物；植物學】對外界刺激有不同反應的。2. 【物理學】各向異性的。anisotropically adv.
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  1. Many computational analysis of soil constitutive models appear to be irrational because of taking no account of or not thoughtfully considering the anisotropic deformation when they face the direct or indirect simulation of principal stress and principal strain relationship of load bearing unit

    諸多土體本構模型都會直接或間接面臨對受荷單元主應力主應變關系的模擬，但由於不考慮或考慮各向異性變形特性不周，對各向異性變形問題的計算分析就會出現不合理。
  2. The following results of recent researches were presented on measuring stiffness of a wide range of soils such as clay, sand and gravel, characterizing anisotropic properties of soil induced by external loading, measuring stiffness of base and subgrade materials in the pavement, determining soil properties in a centrifuge model during the flight of a centrifuge, and understanding wave propagation in granular materials under micro - gravity environment with this technique

    木文報道了壓電陶瓷傳感器應用於粘土、砂和礫石等不同種類土的研究成果，對應力導致土體各向異性的研究，對路基和地基土的力學特性檢測，在離心模型試驗中的應用，以及在微重力環境下的粒狀材料中波的傳播特性的研究等。
  3. These virtual simple shear mechanisms play a key role in idealizing the soil behavior under the initially anisotropic consolidation condition. in order to overcome the numerica

    這表明在對土工構築物和土工基礎進行二維分析時，運用多機構邊界麵塑性模型是合理的。
  4. Secondly, the paper analyzed the behavior of isotropic and orthogonal anisotropic materials " cws on the basis of above theory and software. regularities of cws " deformation inner force and shared load and earth pressure in excavating stage and driving stage were gained. regularities influenced by material features top beam excavating depth sidewall depth properties of soil layers rear backing and location of load were also obtained, especially rules of display degree exerted by circular and vertical loads were also obtained

    通過分析，得到了形成階段及頂進階段圓形工作井的變位、結構內力、分載及土壓的分佈規律及材料性質、頂冠梁及圍檁、開挖深度、井壁插深、土層性質、后靠背、頂載作用位置等因素對結構受力性狀的影響規律，特別是得到了工作井在受力時結構環向與豎向承載作用發揮程度的規律。
  5. An elastoplastic anisotropic damage model for frozen soil and its damage analysis

    凍土彈塑性各向異性損傷模型及其損傷分析
  6. Although true triaxial apparatus is unpopular so far, hohai university has recently designed and manufactured a set of new style true triaxial apparatus, which provides this paper with essential condition to study soil anisotropic deformation characteristic

    盡管真三軸儀不普及，但河海大學新近研製了新型真三軸儀，使得本文具備了試驗研究土體各向異性變形特性的必要條件。
  7. The research of that problem is restricted by test means besides its intrinsic complicacy. it is difficult for soil anisotropic deformation characteristic to be studied without true triaxial apparatus and true triaxial test

    該問題的研究除了本身比較復雜以外，還受土工測試手段限制較大，若沒有真三軸儀和相應的真三軸試驗，分析研究土體各向異性變形特性就較困難。
  8. Former true triaxial test research have been lack of the completely study on soil anisotropic deformation characteristic on condition that load in each of the tree principal stress direction because of their different research purpose

    由於研究目的不同，以往真三軸試驗研究中缺乏針對三主應力單向加荷時的土體各向異性變形特性較全面的研究。
  9. Secondly, true taixial test by load in three different principal stress direction for study on soil anisotropic deformation characteristic are processed. lateral deformation relative to load direction, lateral deformation relative to lateral direction and the stess - strain relationship in load direction are analyzed, and soil anisotropic deformation characteristic on the three aspects of elastic ratio, poisson " s ratio and the property of compliment matrix are completely analyzed too

    其次，為揭示土體各向異性變形特性，有針對性進行了三主應力分別單向加荷的真三軸試驗研究，分析相對于加荷向的側向變形、互為側向的側向變形、不同主應力加荷向的應力應變關系各向異性性狀。
  10. Sm can be applied to anisotropic materials. sm reconciles empirical and elastoplastic models and our experimental knowledge of soil behavior and is easier and more practical

    它試圖與各種經驗模型、彈塑性模型和土料的試驗結果協調起來，從理論上理解更為容易，操作更為方便。
  11. The research of soil anisotropic deformation characteristic in this paper is mainly to study the anisotropy of lateral deformation and the anisotropy of principal stress and principal strain relationship in different load direction

    本文土體各向異性變形性狀的研究主要為了研究側向變形以及不同主應力加荷向的主應力主應變關系的不同變化規律。
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