1) compression modulus
压缩模量
1.
Test research on compression modulus of sandy soil tunnel surrounding rock;
砂类土体隧道围岩压缩模量的试验研究
2.
The response to electric field of the composite systems was studied by measure of compression modulus of the elastomers and dynamic-exam of resistance in the cure .
通过对弹性胶体压缩模量的测试和胶凝过程中电阻的动态监测,研究了胶体体系对电场的响应行为。
2) compressive modulus
压缩模量
1.
Calculation of compressive modulus of grid structure -composite foundation;
格栅状复合地基压缩模量的计算
2.
Value determination problem of compressive modulus E_s of soil layers ⑦,⑧ and ⑨ in Shanghai soft soil foundation;
论上海软土地基⑦⑧⑨层压缩模量E_s的定值问题
3.
It was found that gelatin coatings were formed on the pore walls of porous scaffold samples successfully without destroying their porous characteristic,but these coatings improved the compressive strength and compressive modulus o.
复合明胶涂层提高了样品的压缩强度和压缩模量,与未涂覆样品相比,涂敷样品受压时的应变特性发生了明显变化。
3) modulus of compressibility
压缩模量
1.
Discussion on formula of modulus of compressibility of soil;
土压缩模量计算公式的探讨
2.
Discussion of modulus of compressibility due to sea level rise in Shanghai region;
未来上海地区海平面上升对土压缩模量的影响分析
4) modulus of compression
压缩模量
1.
Discussion on modulus of compression formula;
关于压缩模量公式的探讨
2.
Based on the data of the geotechnical engineering exploration in Panyu, Guangzhou, This paper discusses the linear relevant relations between blowcount of standard penetration test and modulus of compression in the alluviation clay of powder quality according to variance analysis, and then inspects this linear model.
利用广州市番禺区某工程地质勘察数据,运用回归分析方法探讨冲积粉质粘土层标准贯入击数与压缩模量间的线性关系,并对推导出的线性模型进行检验,对工程地质勘察工作有一定的实用价值。
5) compressibility modulus
压缩模量
1.
The compressibility modulus of the dewatering subsidence,sE,is mainly determined by the character diameter of the sand,20D,and the ef.
疏水沉降的侧限压缩模量sE受特征粒径20D和水压降hD控制,20D,hD越大,sE越大;当土样不变时,sE与hD呈正相关关系;当hD一定时,土体的细颗粒含量越多,20D越小,则侧限压缩模量sE越小,土体变形量越大。
2.
Based on settlement data measured in field,compressibility modulus and consolidation coefficient of soil layers are obtained by back analysis method.
基于沉降实测资料,采用反分析方法,确定了各土层的压缩模量和固结系数,并将反演得到的参数代入太沙基一维固结方程,对后续沉降进行预测,从而确定分级压载的下一级压载时间与压载量。
6) Modulus of pressure E
压缩模量E
补充资料：压缩模量
分子式：
CAS号：
性质：物体在受单向或单轴压缩时应力与应变的比值。实验上可由应力-应变曲线起始段的斜率确定。径向同性材料的压缩模量值常与其杨氏模量值近似相等。
CAS号：
性质：物体在受单向或单轴压缩时应力与应变的比值。实验上可由应力-应变曲线起始段的斜率确定。径向同性材料的压缩模量值常与其杨氏模量值近似相等。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条