terzaghi s consolidation theory 中文意思是什麼

terzaghi s consolidation theory 解釋
固結太沙基固結理論
  • terzaghi : 泰爾扎吉
  • s :
  • 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。
  • theory : n. 1. 理論，學理，原理。2. 學說，論說 （opp. hypothesis）。3. 推測，揣度。4. 〈口語〉見解，意見。
  1. Terzaghi ' s consolidation theory

    太沙基固結理論
  2. According the numerical examples, the characters of one - dimensional consolidation of multi - layered gibson soils are found. it has been shown that the consolidation of gibson soils differ with terzaghi ' s theory

    本文的工作表明：對于壓縮模量隨深度線性增加的gibson地基的固結，其結果都與傳統的太沙基固結理論不同。
  3. Although the stress history of soil has great influence on its compressibility and consolidation behavior, the one - dimensional consolidation theory of terzaghi ' s so far widely used cannot take consideration of the effect of stress history

    雖然應力歷史對土的壓縮和固結性狀有很大影響，但目前仍廣泛應用的太沙基（ terzaghi ）一維固結理論並不能考慮應力歷史的影響。
  4. It has been shown that once the effect of stress history is taken into account, the consolidation behavior of soil differs greatly from that described by terzaghi ' s theory, no matter what kind of model is adopted for soil in a consolidation analysis, linear or nonlinear

    本文的工作表明：考慮應力歷史影響后，無論是採用線性模型還是採用非線性模型，土的固結形狀都與傳統的太沙基（ terzaghi ）固結理論所描述的有很大的差別。
  5. It has been shown that no matter what kind of assumption is adopted for soil in a consolidation analysis, nonlinear or non - homogeneous, the result obtained differs greatly from terzaghi ' s theory. and the coefficient of consolidation is not the only parameter of soil that affects the one - dimensional consolidation behavior

    本文的工作表明：在固結分析中對土性無論是採用非線性假定還是採用非均質假定，其結果都與傳統的太沙基固結理論有很大的差別。
  6. In this paper, terzaghi " s single one dimensional consolidation theory is reformed and make it use widely. a mathematical model is founded which embodies that load deformation and time effect on final consolidation settlement. the mathematical model is used in the simulation of the course of consolidation settlement and a program is edited. the program presents the regularity ofload time and consolidation settlement

    對太沙基單向固結理論進行了修正，使其理論應用更加廣泛；提出了能夠反映荷載、變形和時間三者對固結沉降相互影響的數學模型；並且應用該模型對公路軟土地基固結沉降過程進行了模擬分析，編制了相應的程序；計算得到了固結沉降隨荷載和時間的變化規律。
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