terzaghi 中文意思是什麼

terzaghi 解釋
泰爾扎吉
  1. Terzaghi - rendulic diffusion equation

    倫杜列克擴散方程
  2. Terzaghi bearing capacity theory

    太沙基承載力理論
  3. Terzaghi ' s consolidation theory

    太沙基固結理論
  4. Study on the terzaghi ultimate bearing capacity of foundation based on the unified strength theory

    基於統一強度理論的太沙基地基極限承載力
  5. In the paper, terzaghi ' s bearing - capacity problem is expounded, and the terzaghi ' s bearing - capacity equation modified by the values of small plate loading test is gained

    闡述了terzaghi理論確定樁端承載力的方法，並通過現場小壓板載荷試驗值對terzaghi理論公式進行修正，得到修正的terzaghi理論公式。
  6. 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。
  7. 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。
  8. Terzaghi bearing - capacity modified equation and finite - element regression equation have good reliability and practicality, which will have an important reference value on preparing the local correlative standards of constructing work in guangxi

    修正的terzaghi理論公式和有限元法回歸公式具有較高的可靠性和實用性，對制定相關的廣西工程建設地方標準具有重要的參考價值。
  9. 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。
  10. 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。
  11. The design methods of foundation reinforced with geosynthetics mainly include the followings : 1 ) analysis of stresses in reinforcement and soil by boussinesq ' s solution ( binquet and lee, 1975 ), 2 ) formula of improving terzaghi ultimate bearing capacity ( yamanouch and gotoh, 1979 ). both of them for analysis of bearing capacity of strip foundation have some shortcomings. many assumptions have been used in these methods

    本文提出對上述問題的解決辦法，推導出合理的計算公式，將設計公式和《建築地基基礎設計規范） ） ，以及《建築地基處理技術規范） ）結合使用，建立了加筋土地基較完善和簡便的設計方法，包括地基的承載力大小、筋材的強度和布置要求等。
  12. 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。
  13. 1. on the bases of some basic suppositions, terzaghi ' s one dimensional consolidation and principles of layered summation method, the paper draw the formula which can calculate the embankment of layered filling and take the formula into programme ; 2. building the finite difference model of layered high - stack soil, carrying out numerical simulation of construction sequence, construction velocity, interface element of layer - stacked, the author get the numerical solution

    1利用一些基本假定，根據太沙基一維固結理論和分層總和法的基本原理，推導出來計算分層填築體自身沉降的公式，並編制了程序； 2建立了分層填築高填方路堤問題的有限差分模型，並對分層填築的施工順序、施工速度，界面單元進行了數值模擬，獲得了位移場和應力場的數值解。
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