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Home > english-chinese > "compression modulus" in Chinese

Chinese translation for "compression modulus"

抗压模量
压缩模量


Related Translations:
modulus of decay:  衰变模量衰减系数
knee compression:  膝状曲线弯曲压缩
inertial compression:  惯性压缩
spondylogenic compression:  脊椎源性压迫
compound compression:  多级压缩复式压缩复压缩
side compression:  侧压力
compression ram:  压塑柱塞
weak compression:  弱压缩
compression flexometer:  压缩屈挠试验机
Example Sentences:
1.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
2.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。
3.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。
4.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。
5.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。
6.Based on the previous theoretical analysis , two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap . the choice of standing layer for pile , the rational compression modulus of soil under pile , the place of pile and the space between piles , and the reasonable thickness of plate are analyzed , some well - regulated conclusions can be achieved . an experiential equation for choosing the optimal thickness of plate is also given
根据以上分析,结合两个软弱地基上高层建筑桩筏基础的工程实例,利用浙江大学岩土工程研究所编制的pogap桩筏基础共同作用分析软件,就桩端持力层的选择,桩端下卧层压缩模量合理选值,桩位及桩间距的确定,筏板厚度的合理取值等问题展开分析,得出了一些规律性的结论,提出了筏板最佳板厚取值的经验公式。
7.The result indicates that in the case of constant content of asphalt , marshall stability , compression strength , rupture strength , compression modulus and rupture modulus of cement emulsified asphalt concrete would increase along with the increase in cement content ; in the case of constant content of cement , these index values would decrease along with the increase in asphalt content ; while with the increase of coarse aggregate , rupture strength and rupture modulus of the concrete would increase conspicuously , yet compression strength and compression modulus would have a little change
试验结果表明:在乳化沥青含量不变时,随著水泥用量的增加水泥乳化沥青混凝土的马歇尔稳定度、抗压强度、抗折强度、抗压回弹模量、抗折回弹模量随之增加;在水泥用量不变时,随著乳化沥青用量的增加相应的力学指标呈降低趋势;矿料级配中粗集料含量增加后,混合料的抗折强度和抗折回弹模量有明显增加,但抗压强度和抗压回弹模量变化不大。
Similar Words:
"compression manometer" Chinese translation, "compression mark" Chinese translation, "compression member" Chinese translation, "compression metamorphism" Chinese translation, "compression method" Chinese translation, "compression modulus of elasticity" Chinese translation, "compression mold" Chinese translation, "compression molded part" Chinese translation, "compression molded specimen" Chinese translation, "compression molded stock" Chinese translation