two-dimensional consolidation 中文意思是什麼

two-dimensional consolidation 解釋
二向度壓密
  • two : n. （pl. twos）1. 兩人；兩個東西，一對。2. 二的記號。3. 兩點鐘。4. 兩歲。n. -ness
  • dimensional : adj. 1. 尺寸的。2. 空間的。3. 【數學】因次的；…次（元）的。
  • consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
  1. Theory of two - dimensional electro - osmotic consolidation of soils

    電滲的二維固結理論
  2. The main work includes : based on biot ' s dynamic consolidation equations, by the method of integral transform and matrix transfer, two - dimensional consolidation of layered saturated soils is studied. then, the general integral solutions of stress ( including pore pressure ) and displacement ( including fluid flow ) of any point were obtained under harmonic vibration loads according to staunch boundary condition. second, a program to verify the correctness of this dissertation is developed

    主要工作有：本文根據biot平面動力固結方程，運用積分變換和矩陣傳遞的方法，研究了成層飽和地基的二維biot固結問題，根據下邊界為不透水基巖的邊界條件，獲得了地基表面作用簡諧振動荷載時，任意點應力（包括孔壓） 、位移（包括流體流量）的一般積分形式解。
  3. It has been shown that in one - dimensional consolidation problem considering rheological characteristics of soil, there exists two consolidation degrees defined in different terms, i. e. up which is in terms of effective stress and us which is in terms of settlement. while up shows the rate of the dissipation of excess pore pressure ( or the increase of effective stress ), us indicates the rate of the development of the surface settlement of the system. and there exists significant difference in numerical value between up and us, especially for layered soils

    分析研究表明：當考慮土的流變時，存在著兩種不同定義的平均固結度，即按有效應力定義的固結度u _ p和按沉降定義的固結度u _ s ，前者反映了地基中超靜孔壓的消散率（或有效應力的增長率） ，而後者反映的則是地基表面的沉降率，兩者在數值上有較大的差異，特別是對于成層地基。
  4. Based on biot ' s consolidation and simplified sea - bed to two dimensional sea - bed, numerical simulation about the response of sea bed to waves is developed. the assumption was wielding, such as linear wave loading, linear elastic skeleton of soil and darcy ' s law flow

    本文選用了基於biot固結理論，將海床進行二維簡化的情況下海床對波浪響應的數學模型，在模型中採用下列假定：線性波浪作用，線彈性土骨架，孔隙流體的流動滿足達西定律。
  5. On this basis, the applications of fem computer code pdss in consolidation and settlement analyses are illustrated by comparing the fem results with the analytical ones for one or two dimensional consolidation problems

    在此基礎上，著重介紹了有限元程序pdss在復合地基固結分析和沉降計算中的應用。通過對一維固結問題和平面固結問題的pdss解和解析解的分析比較，驗證了pdss程序的正確性。
  6. And in this paper, the prediction method of the foundation settlement after construction is discussed. firstly, two - dimensional formulas of biot ' s consolidation fem base on nonlinear hyperbolic model and merchant ' s model are presented to calculate settlement of saturated soft clay ground

    因而有必要對軟土路堤工程的工后沉降進行較為準確的預測，使得預測結果與實際結果更為接近準確以適時的提供日後維修解決工后沉降問題。
  7. Finally, by using the two computer codes, a great amount of computation is made through typical numerical examples, and the behavior of one - dimensional linear consolidation and the one of nonlinear consolidation with effect of stress history of soil are illustrated

    最後，通過典型的算例，利用上述兩個程序進行了大量的計算分析，揭示了考慮應力歷史的飽和土一維線性固結和一維非線性固結性狀。
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