compression modulus中文什么意思

發(fā)音:

用"compression modulus"造句

抗壓模量
壓縮模量

compression: n. 1.壓縮；壓緊；濃縮，緊縮。 2.加壓；壓抑。 3 ...
modulus: n. (pl. -li ) 【數(shù)、物】模數(shù)，模量；系數(shù)。 ...
modulus in compression: 壓縮模數(shù)
modulus of compression: 抗壓彈性模數(shù); 體積彈性模量; 壓縮模量; 壓縮模數(shù)
compression modulus of elasticity: 壓縮彈性模量

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例句與用法

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The numerical solution of finite element for bending - compression column with different tension - compression modulus
拉壓不同模量彎壓柱的有限元數(shù)值解
By comparing difference in compression modulus before and after grouting and detection of seismic waves , the authors concluded that the seismic wave method is a good method for detecting effects of grouting in highway slopes
通過對坡體在灌漿前后彈性參數(shù)的對比分析，說明用地震波法檢測公路邊坡灌漿加固效果是一種較好的方法。
Under the condition of immovability of the charging area of blast hole , the increase of the blast hole compression modulus not only improved fragmentation results but also decreased the blasting ground vibration because of the minishing of burden
在不改變單個炮孔負擔面積的條件下，增大密集系數(shù)可以改善爆破效果，同時由于抵抗線減小，爆破震動也有所降低。
Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load
針對當前國內(nèi)外彈性地基梁法存在的缺陷，基于對軟土流變性的研究，采取了剪應力判斷彈塑性狀態(tài)，以改進和完善基坑工程彈性地基梁法，推導了彈性狀態(tài)下地基反力系數(shù)的近似解，提出了采用剪應力組合判斷土彈簧彈塑性狀態(tài)的方法，編制了相應的彈塑性共同變形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用該程序分析了壓縮模量、粘聚力、內(nèi)摩擦角等參數(shù)變化對基坑工程的影響。
In this paper , the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus , triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength , the total stress strength of expansive soils with different saturation degree , the influence of cycles of drying and wetting on the total stress strength , the relation between saturation degree and compression modulus and that between saturation degree and void ratio , the influence of cycles of drying and wetting on the effective stress strength , the relation between saturation degree and generalized suction
本文利用常規(guī)直剪儀、三軸儀以及輕便固結(jié)儀，分別對非飽和膨脹土的強度和變形特性以及干濕循環(huán)對強度和變形的影響進行了一系列的試驗研究。以飽和度、干濕循環(huán)次數(shù)為變量，分別探求了外力約束對膨脹土強度的影響，不同飽和度膨脹土的總應力強度特性，干濕循環(huán)對非飽和膨脹土總應力強度的影響，飽和度與壓縮模量以及孔隙比的關(guān)系，干濕循環(huán)對飽和膨脹土有效應力強度指標的影響，廣義吸力與飽和度的關(guān)系，建議了一組計算非飽和膨脹土變形及強度特性的經(jīng)驗公式。