compression modulus meaning in English
抗压模量
压缩模量
Examples
- The numerical solution of finite element for bending - compression column with different tension - compression modulus
拉压不同模量弯压柱的有限元数值解 - 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
通过对坡体在灌浆前后弹性参数的对比分析，说明用地震波法检测公路边坡灌浆加固效果是一种较好的方法。 - 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
在不改变单个炮孔负担面积的条件下，增大密集系数可以改善爆破效果，同时由于抵抗线减小，爆破震动也有所降低。 - 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
针对当前国内外弹性地基梁法存在的缺陷，基于对软土流变性的研究，采取了剪应力判断弹塑性状态，以改进和完善基坑工程弹性地基梁法，推导了弹性状态下地基反力系数的近似解，提出了采用剪应力组合判断土弹簧弹塑性状态的方法，编制了相应的弹塑性共同变形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用该程序分析了压缩模量、粘聚力、内摩擦角等参数变化对基坑工程的影响。 - 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
本文利用常规直剪仪、三轴仪以及轻便固结仪，分别对非饱和膨胀土的强度和变形特性以及干湿循环对强度和变形的影响进行了一系列的试验研究。以饱和度、干湿循环次数为变量，分别探求了外力约束对膨胀土强度的影响，不同饱和度膨胀土的总应力强度特性，干湿循环对非饱和膨胀土总应力强度的影响，饱和度与压缩模量以及孔隙比的关系，干湿循环对饱和膨胀土有效应力强度指标的影响，广义吸力与饱和度的关系，建议了一组计算非饱和膨胀土变形及强度特性的经验公式。