1) metric contraction
度量压缩
1.
Three contraction properties (probabilistic contraction, random contraction, metric contraction),random Ekeland variational principleand randomCaristi fixed pointtheorem,and the relationships between them and completeness are discussed in random metric space.
研究了随机度量空间的三种压缩(概率压缩、随机压缩、度量压缩)的性质、随机Ekeland变分原理和Caristi不动点定理以及它们与完备性之间的相互关系。
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) 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。
4) 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。
5) Amount of compression
压缩量
1.
Calculation of initial amount of compression of tubing is an important parameter for calculation analysis of one packer string force.
初始油管压缩量计算 ,是某些封隔器管柱受力分析计算的重要参数 ,它不仅能够对封隔器坐封时现场施工提供指导 ,而且还是后续施工或完井过程中计算管柱的受力和变形的基础。
2.
To make use of FWD to evaluate its structure,adopting the elastic layer system(BISAR) to establish the structural model,the amount of compression for asphalt concrete overlay from the aspects of entire design parameters and the different contact conditions between different layers is detailedly studied.
为能够利用FWD对其进行结构评价,采用弹性层状分析程序(BISAR)建立结构模型,从整个设计参数范围、不同层间状态出发,对沥青混凝土层压缩量进行系统研究。
6) 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
补充资料：可公度量和不可公度量
可公度量和不可公度量
ommensulble and incommensuable magnitudes (quantities)
可公度t和不可公度t【~e璐u由lea目in~men-su.ble magultodes(quanti柱es);“洲口Mel娜M毗“”“”-113Mep目M曰e肠eJ皿，一皿曰』 如果两个同类量(例如两个长度或两个面积)具有或不具有公度(common measure，即另一个同类量，所考虑的两个量都是这个量的整数倍)，则相应地称这两个量为可公度量或不可公度量.正方形的边长和对角线，或圆的面积和丫的半径的平方，都是不可公度量的例尹.如果两个量是可公度的，则‘l艺们的比是有理数;相反，不可公度量忿比是无理数、
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