one dimensional consolidation 中文意思是什麼

one dimensional consolidation 解釋
單向度壓密
  • one : adj 1 獨一個的，單一的。 one hand 一隻手。 one shot 只出一期的雜志。 O swallow doesn t make a sum...
  • 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. One - dimensional consolidation analysis of saturated gibson soils with semi - pervious boundaries

    地基半透水邊界一維固結分析
  2. The current calculation methods based on one - dimensional consolidation theory have not met the project ' s needs

    現有設計理論中的基於單向固結理論的計算方法已無法滿足工程要求。
  3. Effect of initial hydraulic gradient on one - dimensional consolidation of saturated clays

    起始水力梯度對飽和黏土一維固結的影響
  4. At the same time, the paper deduces the essential character of the model, gets the solution of model parameters and discusses the problems during engineering application of the analysis model. ( 3 ), one dimensional consolidation theory of impeded boundary by linear loading is deduced for layered soil, which expands the consolidation theory of impeded boundary. afterwards, the paper discusses the application of the model for settlement data of layered soil

    分析了沉降數據模型的基本性質，得出了模型參數的解法，探討了沉降數據分析模型在工程應用中存在的常見問題； （ 3 ）針對分層地基，推導了等速加荷條件下半透水邊界一維固結理論解，完善了半透水邊界固結理論，並討論了沉降數據分析模型在分層沉降數據分析中的應用問題； （ 4 ）結合工程實例，闡述了沉降數據分析模型的應用。
  5. By the test of saturated soil and unsaturated soil, this paper enquiry that the stress - strain relationships of compacted soil under one dimensional consolidation is perfect hyperbole

    本文通過重塑土（飽和和非飽和）室內試驗，探討了一維情況下壓實土的應力應變關系呈現很好的雙曲線形式。
  6. Firstly, by the method of laplace transform, one dimensional consolidation of one - layer gibson soils under time - depend loading is studied and the analytical solutions in frequency domain are obtained. on the basis of the solutions obtained and the computation through programming, the influence of some parameters and loading conditions on the consolidation behavior under trapezoidal, triangular and rectangular cyclic loading, is investigated. secondly, one - dimensional consolidation of one - layered gibson soils with semi - pervious boundaries is studied in this paper, and according to numerical examples, some characters of consolidation such as the effective stress and settlement in the soils under arbitrary loading are found

    首先運用了laplase變換獲得了單層gibson地基（壓縮模量隨深度線性增加的地基）在任意荷載下頻域內的一維固結解析解，通過laplace逆變換，基於以上解答用數值方法編製程序對單層地基在常見荷載（驟加荷載、緩加荷載、矩形波載、三角形波載）作用下的一維固結性狀進行了討論，並與傳統的太沙基理論進行了比較。
  7. One - dimensional consolidation of viscoelastic soil layer under cyclic loading

    循環荷載下黏彈性飽和土層的一維固結
  8. 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。
  9. Standard test method for one - dimensional consolidation properties of soils using controlled - strain loading

    用可控應變荷載測試土壤單向固結性能的標準試驗方法
  10. 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。
  11. 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。
  12. 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。
  13. Test method for one - dimensional consolidation properties of soils using incremental loading

    土壤用增量載荷的單維固結性能的試驗方法
  14. Standard test methods for one - dimensional consolidation properties of soils using incremental loading

    通過增長載荷進行土壤單向固結性能的標準試驗方法
  15. Test method for one - dimensional consolidation properties of soils using constant rate of strain loading

    使用恆定應變加載測定土壤單維固結特性的試驗方法
  16. 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。
  17. Based on the iterative methods and general analytical solution available for the problem of one - dimensional linear elastic consolidation of layered soils, a semi - analytical method is established herein for complex one - dimensional consolidation problems. by adopting linear rheological model of three units and non - linear rheological model of time lines, the semi - analytical method is respectively applied to solve the problem of one - dimensional consolidation of layered soft clayey soils with linear or non - linear rheological characteristics

    基於多層地基?維線彈性固結解析解和迭代法，建立了能求解復雜一維固結問題的半解析演算法，並將其分別應用於求解成層軟粘土線性流變一維固結問題（採用三元件線性流變模型）和成層軟粘土非線性流變一維固結問題（採用時間線非線性流變模型） 。
  18. 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。
  19. 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。
  20. Applying similarity principle and analyzing one dimensional consolidation, the paper transform the mould to the prototype

    應用相似理論和一維固結理論分析，將室內模型轉化到實際工程當中。
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