coefficient of consolidation造句

例句与造句

1. Coefficient of consolidation
   压密系数
2. Based on the test data , it corrects the showed way of coefficient of consolidation , which simultaneously reflects each relation among load , displacement and time
   论文基于实测资料，修正了常规固结系数的表达形式，修正后的公式可同时反映力、变形和时间的相互关系。
3. 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
   软土地基具有“三低三高”特性，既高含水量，高孔隙比，高压缩性，低强，低渗透性，低固结系数。
4. 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：在固结分析中对土性无论是采用非线性假定还是采用非均质假定，其结果都与传统的太沙基固结理论有很大的差别。
5. 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
   当竖向固结系数为gamma分布时，推导了双层地基平均固结度均值和方差的计算公式：利用该公式分析了土性自相关距离对平均固结度概率特性的影响，结果显示，自相关距离越大，平均固结度的概率特性值对自相关距离越不敏感。
6. It's difficult to find coefficient of consolidation in a sentence. 用coefficient of consolidation造句挺难的
7. 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
   双层地基平均固结度的概率特性对竖向固结系数变异性的敏感性随着其变异系数的增大由强变弱；随着竖向固结系数的变异系数的增大，平均固结度的概率特性对竖向固结系数分布概型的敏感性由弱变强。
8. 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
   本文首先验证了用割线模量法计算软土地基最终固结沉降的可靠性；其次得到了渗透参数k _ ( 10 )和孔隙比e的经验关系，并且更进一步给出了渗透系数k _ ( 10 )和应变之间的经验公式，更重要的是对求取固结系数的方法给予了改进，该方法反映了固结系数随应变和应固结压力的变化规律。