coefficient of consolidation的意思

coefficient of consolidation中文翻譯：

[地質]固結系數；壓實系數；土的物理性質壓密系數

相似詞語短語

coefficient───adj.合作的；共同作用的；n.[數]系數；率；協同因素

consolidation───n.鞏固；合并；團結

coefficient of variation───[數]變異系數；變動系數；變更系數；變差系數，變異系數，差異系數

coefficient of determination───決定系數；確定系數

coefficient of friction───[力]摩擦系數；磨擦系數

consolidation radiation───固結輻射

diffusibility coefficient───擴散系數

proportionate consolidation───比例合并法

consolidation definition───合并定義

雙語使用場景

effects of soil friction Angle and coefficient of consolidation on pile ultimate bearing capacity were both analysed.───固結系數決定著樁的極限承載力在初期的發揮，但并不影響樁的最終極限承載力。

The back-calculated results show that the coefficient of consolidation in Yangtze river delta is 1~2 magnitude greater than that measured in the laboratory.───分析成果表明，長江河口地區沉積物的固結系數相對室內試驗固結系數高出1~2個數量級。

degree of consolidation of soils is the function of water discharging distance, duration and coefficient of consolidation.───土的固結度是排水距離、固結時間和固結系數的函數。

Study of one-dimensional nonlinear coefficient of consolidation of saturated clay───飽和粘土一維固結系數的非線性研究

New Three Point Calculating Method to Determine the Coefficient of Consolidation───確定固結系數的新三點計算法

Probability Design by Center Design Coefficient of Consolidation of Sand-drained Ground───砂井地基固結概率設計的中心設計系數方法

Research on coefficient of consolidation of soft clay under compression───軟土壓縮過程中固結系數的研究

A method for evaluating coefficient of consolidation───室內固結系數的一種推算方法

A new method for evaluating coefficient of consolidation───確定固結系數的固結速率半對數法

英語使用場景

The vertical and the horizontal coefficient of consolidation can be adequately modeled by either a lognormal distribution or a gamma distribution.

The effects of soil friction angle and coefficient of consolidation on pile ultimate bearing capacity were both analysed.

The design value of horizontal coefficient of consolidation can be made by multiplying its standard value and design coefficient or by multiplying its mean and central design coefficient.

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.

The vertical and the horizontal coefficient of consolidation a lognormal distribution or a gamma distribution.

Under the conditions of the radius coefficient of consolidation being a gamma distribution, the formulas for computing central design coefficient are derived.