clay solution 中文意思是什麼

clay solution 解釋
粘土膠體溶液
  • clay : n 克萊〈男子名，Clayton 的昵稱〉。n 1 黏土；泥土。2 （相對于靈魂而言的）人體，肉體；資質，天性。3...
  • solution : n. 1. 溶解；溶液，溶體，溶劑。2. （補輪胎用的）橡膠水；〈美國〉藥水。3. 解決，解答 （of; for; to）; 解釋；（數學等的）解法，解式。4. 免除，解除。5. 【醫學】消散，消退。
  1. The composite has excellent performance of water retaining, that the adsorbed water of 85 % is retained after being dried 10 days at the room temperature, and the adsorbed water of 45 % is retained after being dried 24 hours at 60 the factors influencing on water absorbency for the superabsorbent composite such as the kinds and concentration of starch, clay, crosslinker, initiator, the external salt solution and hydrolysis degree are investigated in this paper

    該超吸水性復合材料在室溫下乾燥10天後的保水率為85 ，在60 2條件下加熱24小時后的保水率為45 。本文較詳盡地探討了超吸水性復合材料的合成條件，並系統地研究了影響超吸水復合材料吸水倍率的各種因素。例如：粘土的種類及粘土的用量、澱粉的種類及澱粉的用量、交聯劑的用量、引發劑的用量、水解度（氫氧化鈉的用量） 、水解時間、外部鹽溶液的種類及濃度等條件。
  2. Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature, i. e., study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course, utilizing the basic property index of clay, then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ), absolute primary consolidation, as well as absolute consolidation degree

    摘要對飽水軟粘土的預壓排水主固結研究應從其排水的本質出發，即從軟土在預壓過程的含水量變化上研究主固結量的變化規律，利用土的基本性質指標導出主固結比基本公式及主固結量（沉降量） 、絕對主固結量、絕對固結度等理論計算方法。
  3. The results indicate that the product of precipitation polymerization has a higher molecular weight and is better in the capability of inhibiting clay expansion than that of water solution polymerization

    結果表明：沉澱聚合產物分子量高於溶液聚合產物的分子量，在抑制粘土顆粒膨脹性質上優于溶液聚合產物，對提高水溶性聚合物在油田化學領域及其它方面的應用，有著積極的意義。
  4. At first, an analytical solution to one dimension consolidation of half - infinite homogeneous structural soft clay ground is derived, then analytical solution to one dimension consolidation of finite thickness homogeneous structural soft clay ground are given. in the meantime numerical solution to one dimension consolidation of layered structural soft clay ground is derived. furthermore, the calculation method of the consolidation degree of sand drains ground is given under the condition of instant loading, where soil structure characteristic is taken into the formula account

    建立了結構性軟土地基固結沉降的基本理論，獲得了半無限結構性軟土地基一維固結計算解析解，有限厚度結構性軟土地基一維固結計算解析解，成層結構性軟土地基的一維固結數值解以及考慮土結構性影響的砂井地基固結度計算方法。
  5. With the method of the lie group transformation, the symmetry of the equation governing one dimensional finite strain consolidation is discussed and, from the point of the symmetry, the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed. where - after exact or approximate analytical solutions focused on different consolidation problems are obtained, these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress, the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession. the implicit exact solution without considering the effect of self - weight of soil is obtained

    運用lie群變換方法討論了一維大應變非線性固結方程的對稱性，以及在該對稱性的意義下求解這類非線性偏微分方程解析解答的可能性，並就大應變非線性固結問題的多種情況求得了其完整的或者近似的解析解答，具體包括：基於有效應力與孔隙比以及滲透系數與孔隙比之間的關系的一些假定，採用李群變換求解考慮材料非線性和幾何非線性的半無限均質土體大變形固結非線性偏微分方程，得到了一個不考慮自重固結的完全解析解。
  6. Application of semi - analytical solution into consolidation of layered soft clay

    半解析法在成層軟粘土地基固結問題中的應用
  7. Secondly, analytical solution is developed for one - dimensional non - homogeneous consolidation of one - layer soil and double - layered soil respectively based on the assumption that the modulus of compressibility of soil varying linearly along depth. furthermore, the semi - analytical solution for one - dimensional consolidation problem of layered non - homogeneous soft clay stratum is presented and programmed. by using the analytical and semi - analytical solutions, the one - dimensional non - homogeneous consolidation behavior of one - layer soil and that of multi - layered soil are investigated in detail

    其次，分別得到了土體壓縮模量隨深度線性變化的單層和雙層非均質地基一維固結解析解，以及滲透系數和壓縮系數隨深度任意變化的成層非均質地基一維固結半解析解及其計算程序，並以滲透系數和壓縮系數是深度的多項式函數的非均質地基為例對單層、多層非均質地基的一維固結性狀進行了詳細研究。
  8. The comparison for the measurement of bsi demonstrated that the non - biogenic silica extracted from clay minerals had obvious effects on determinations of bsi - poor samples. no significant difference in bsi extracted has been found for solid - solution ration between 1. 25 and 5g / l

    生物硅測定方法條件對比實驗結果表明，不同的固液比對提取結果影響很大，為使結果穩定和具有較好的可比性，實驗中樣品的稱量量要求固液比選擇在1 . 25 - 5g / l范圍。
  9. The erc composite was also prepared via solution mixing with clay pre - treated by onium ions having epoxy and hydroxyl groups. the structure and mechanical properties of the composites prepared via different preparation process was investigated. results demonstrated that the reaction between onium ions and ct

    結果顯示，引入反應性官能團有利於粘土與橡膠相結合，對橡膠ep的相分離有促進作用，但由於橡膠相模量增加，其增韌效果有所下降。
  10. Elastoplastic solution of spherical cavity expansion considering disturbed saturated soft clay

    擾動對飽和軟粘土中球形孔擴張問題的影響
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