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coefficient of consolidation in Chinese

Pronunciation:
How to pronounce "coefficient of consolidation""coefficient of consolidation" in a sentence

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  • 固結(jié)固結(jié)系數(shù)
  • 滲壓系數(shù)
  • 土的物理性質(zhì)壓密系數(shù)
  • 壓實系數(shù)

Examples

  • Coefficient of consolidation
    壓密系數(shù)
  • Based on the test data , it corrects the showed way of coefficient of consolidation , which simultaneously reflects each relation among load , displacement and time
    論文基于實測資料，修正了常規(guī)固結(jié)系數(shù)的表達形式，修正后的公式可同時反映力、變形和時間的相互關(guān)系。
  • The soft foundation has the characteristic of " three low and three high " , namely high moisture content , high porosity ratio , high compressibility , low intensity strength , low permeability , low coefficient of consolidation
    軟土地基具有“三低三高”特性，既高含水量，高孔隙比，高壓縮性，低強，低滲透性，低固結(jié)系數(shù)。
  • 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(jié)分析中對土性無論是采用非線性假定還是采用非均質(zhì)假定，其結(jié)果都與傳統(tǒng)的太沙基固結(jié)理論有很大的差別。
  • The formulas for computing mean and deviation of the average consolidation degree of double - layered soil are derived as vertical coefficient of consolidation submitting to gamma distribution . with these formulas , the influence of geotechnical auto - correlation distance to the probability characteristics of consolidation degree is studied . it shows that along with the rising of auto - correlation distance , the sensitivity of probability characteristics of consolidation degree to auto - correlation distance is falling
    當豎向固結(jié)系數(shù)為gamma分布時，推導了雙層地基平均固結(jié)度均值和方差的計算公式：利用該公式分析了土性自相關(guān)距離對平均固結(jié)度概率特性的影響，結(jié)果顯示，自相關(guān)距離越大，平均固結(jié)度的概率特性值對自相關(guān)距離越不敏感。
  • Along with variability of vertical coefficient of consolidation rising , the sensitivity of probability characteristics of average percent consolidation of double - layered soil to the variability of vertical coefficient is falling , and the sensitivity of it to the variability of vertical coefficient is rising
    雙層地基平均固結(jié)度的概率特性對豎向固結(jié)系數(shù)變異性的敏感性隨著其變異系數(shù)的增大由強變?nèi)?；隨著豎向固結(jié)系數(shù)的變異系數(shù)的增大，平均固結(jié)度的概率特性對豎向固結(jié)系數(shù)分布概型的敏感性由弱變強。
  • The reliability of secant modulus method is validated in which final consolidation settlement is computed . the experience formula of coefficient of permeability ( k , 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too . lt is important to modity the acquiring method of coefficient of consolidation , because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation
    本文首先驗證了用割線模量法計算軟土地基最終固結(jié)沉降的可靠性；其次得到了滲透參數(shù)k _ ( 10 )和孔隙比e的經(jīng)驗關(guān)系，并且更進一步給出了滲透系數(shù)k _ ( 10 )和應變之間的經(jīng)驗公式，更重要的是對求取固結(jié)系數(shù)的方法給予了改進，該方法反映了固結(jié)系數(shù)隨應變和應固結(jié)壓力的變化規(guī)律。

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