coefficient of consolidation中文是什么意思

發(fā)音:

中文翻譯
造句

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(shí)系數(shù)

coefficient adj. 共同作用的。 n. 1.共同作用；協(xié)同因素。 ...
consolidation n. 1.鞏固，強(qiáng)化，加強(qiáng)；凝固；固結(jié)，壓實(shí)，滲壓。 2 ...
consolidation coefficient 固結(jié)系數(shù)
coefficient of secondary consolidation 次固結(jié)系數(shù)，次固結(jié)率; 次密; 次壓密系數(shù); 地基應(yīng)力和變形次固結(jié)系數(shù)
coefficient of vertical consolidation cv 垂向固結(jié)系數(shù); 垂直壓密系數(shù)
radial consolidation coefficient 徑向固結(jié)系數(shù)
consolidation n. 1.鞏固，強(qiáng)化，加強(qiáng)；凝固；固結(jié)，壓實(shí)，滲壓。 2.【經(jīng)濟(jì)學(xué)】統(tǒng)一，合并，調(diào)整(期)。 3.【醫(yī)學(xué)】變實(shí)，愈合；【植物；植物學(xué)】著生。 Party consolidation整黨。 training and consolidation整訓(xùn)。
absorptive consolidation 吸收合并
accelerated consolidation 加速固結(jié); 加速密壓
amalgamated consolidation 聯(lián)合組建, 合并設(shè)置
anisotropic consolidation 各向不等壓固結(jié)；各向異性固結(jié); 異向性壓密
artificial consolidation 人工地基密實(shí)
backfill consolidation 復(fù)土壓實(shí)
basis of consolidation 帳項(xiàng)綜合算法
blasting consolidation 爆破加固
cargo consolidation 貨物集中; 貨物統(tǒng)籌; 集中貨物
caseous consolidation 干酷樣實(shí)變
chemical consolidation 化學(xué)固結(jié)作用
co-consolidation 共熔化
coeffcient of consolidation 固結(jié)系數(shù)
collapse-consolidation 萎陷性實(shí)變
complete consolidation 完全合并
consolidation (groupage) 拼箱
consolidation - fragmentation 使成固化
consolidation ag 固本股份公司

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例句與用法

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(shí)測(cè)資料，修正了常規(guī)固結(jié)系數(shù)的表達(dá)形式，修正后的公式可同時(shí)反映力、變形和時(shí)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(qiáng)，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(duì)土性無(wú)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(dāng)豎向固結(jié)系數(shù)為gamma分布時(shí)，推導(dǎo)了雙層地基平均固結(jié)度均值和方差的計(jì)算公式：利用該公式分析了土性自相關(guān)距離對(duì)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(duì)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(duì)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(qiáng)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(duì)豎向固結(jié)系數(shù)分布概型的敏感性由弱變強(qiáng)。
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(yàn)證了用割線模量法計(jì)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(yàn)關(guān)系，并且更進(jìn)一步給出了滲透系數(shù)k _ ( 10 )和應(yīng)變之間的經(jīng)驗(yàn)公式，更重要的是對(duì)求取固結(jié)系數(shù)的方法給予了改進(jìn)，該方法反映了固結(jié)系數(shù)隨應(yīng)變和應(yīng)固結(jié)壓力的變化規(guī)律。

其他語(yǔ)種釋義

coefficient of consolidationとは意味：圧密係數(shù)｛あつみつけいすう｝

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