等滲透率線 的英文怎麼說

中文拼音 [děngshèntòuxiàn]
等滲透率線 英文
isoperm
  • : Ⅰ量詞1 (等級) class; grade; rank 2 (種; 類) kind; sort; type Ⅱ形容詞(程度或數量上相同) equa...
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : Ⅰ動詞1 (滲透; 穿透) penetrate; pass [seep] through 2 (暗地裡告訴) tell secretly; let out; lea...
  • : 率名詞(比值) rate; ratio; proportion
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • 滲透率 : fluid permeability
  • 滲透 : 1 [物理學] [生理學] osmosis2 (液體從細小空隙中透過) permeate; seep; permeation; seepage; inflow...
  1. The study shows that besides boundary conditions, the factors influencing the nonlinear consolidation behavior of soils are the compression index cc, the permeability index ck, the level and the rate of loading, and the thickness of soil, etc. in nonlinear consolidation, especially for layered soils, the average consolidation degree defined by settlement, us is greater than the one defined by effective stress, up, i. e., the rate of the development of settlement is greater than that of the dissipation of excess pore water pressure

    研究表明,除邊界條件外,影響軟土地基一維非性固結性狀的主要因素是壓縮指數c _ c 、指數c _ k 、荷載大小與加荷速、土層厚度。對于非性固結,特別是成層地基,按沉降定義的平均固結度u _ s大於按有效應力定義的平均固結度u _ p ,即沉降發展速要快于超靜孔壓消散的速
  2. Glass fiber corrugated production line can provide high transmittance product with good water proot and aging performance. the production capacitv can reach 1 million standard m 2

    玻璃鋼波紋(平)板生產,產品具有高,抗水性好,耐老化特點,年生產能力100萬標平米。
  3. In view of geological and hydro - geological situations of the south anchor runyang yangtze river highway bridge, the paper bring forward mathematical model and calculation method of double deck structure groundwater, which can be used to lively calculate every layer ' s water table, so that we can realize every layer ' s settlement calculation and control ; establish the inter relationship between non - linear physical - mechanics parameter and hydro - geological parameter, objectively describe the non - linear change process of the porosity, hydraulic conductivity, specific storativity in the process of soil dewater and concretion

    針對潤揚長江公路大橋南錨場地地質、水文地質條件提出了雙層結構地下水運動的數學模型和計算方法,該方法可以實時計算出各分層的地下水位,實現了各分層沉降計算與控制研究;建立了土層非性物理力學參數與水文地質參數之間的內在聯系,客觀地描述土層降水? ?固結過程中孔隙度、系數和貯水參數非性變化過程。
  4. In addition, the comparisons of displacements, velocities, solid effective stresses and pressure, obtained respectively by nonlinear model and linear model, display that the differences of the results become more obvious as the increase of the applied load, which demonstrates that the non - linear dependence of permeability on volume strain of solid phase is important as the deformation is not too small, and therefore cannot be ignored

    此外,將本論文給出的非性計算模型得到的位移、速度、固體有效應力和壓力與視為常數的性模型的結果比較表明,載荷越大,兩種模型的計算結果差異越大。而當載荷很小時,兩模型的響應相差很小。說明在變形較大時,與固體相體積應變的依賴性不容忽視。
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