压缩模量 meaning in Chinese
compressibility modulus
compression modulus
compressive modulus
modulus of compre ion
modulus of compressibility
modulus of compression
modulus of pressing
Examples
- The relation between rheological breaking ratio and plastic work is set up according to the equation relation between outer plastic work and energy of plastic deformation . it is helpful to the understanding of elasto - plastic constitutive relationship of rockfill and braking of particles . based on analysis of test result , in - site observation data , this paper put forward a quantitative relation between rheology and valley shape , rockfill mechanical parameters , such as dry density , compressive modulus , softening factor , pore ratio , etc . the main factors influencing the rheological behavior of rockfill can be classified into inner factors and outer factors
堆石作为面板坝的主体，影响其流变的因素颇多且十分复杂，既有内因也有外因，根据试验、原型观测资料对内外因素所做的分析，本文提出了流变与河谷形状等外因、流变与坝体常规物理力学指标等内因的定量关系和影响堆石流变的多因素综合表达式，由此建立了堆石流变与堆石常规物理力学指标(如干密度、压缩模量、软化系数、孔隙比等等)之间的联系。 - Based on the close analysis of the influence factors of the vertical bearing capacity , circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity , respectively . moreover , with analyzing the features of the calculation parameters such as materials of gunite mortar , jet pressure , diameter of the jet pipe , pile length , pile layout , a design theory for chemical churning pile composite foundation is proposed . then , the variation of the pipe deformation with loads , the deformation coordination of pile and soil are studied
在此基础上深入探讨了旋喷桩的桩土受力特性及其复合地基的加固机理,从影响旋喷桩复合地基竖向承载力的因素入手,基于圆孔扩张理论给出了桩体竖向应力及旋喷桩复合地基的竖向承载力计算公式;通过对喷射浆液、喷射压力选取、喷射直径估算、桩长及桩位设计等各种计算参数的深入分析和研究,提出了一套相应的旋喷桩复合地基设计计算方法;通过计算分析,深入探讨了旋喷桩复合地基变形随荷载变化规律、桩和桩间土变形协调关系、桩土应力比及复合地基压缩模量的确定,并提出相应的设计方法和修正参数;此外,结合工程应用,对旋喷桩复合地基的施工技术及其现场质量检测方法进行了较全面的探讨。 - Secondly , analytical solution is developed for one - dimensional non - homogeneous consolidation of one - layer soil and double - layered soil respectively based on the assumption that the modulus of compressibility of soil varying linearly along depth . furthermore , the semi - analytical solution for one - dimensional consolidation problem of layered non - homogeneous soft clay stratum is presented and programmed . by using the analytical and semi - analytical solutions , the one - dimensional non - homogeneous consolidation behavior of one - layer soil and that of multi - layered soil are investigated in detail
其次，分别得到了土体压缩模量随深度线性变化的单层和双层非均质地基一维固结解析解，以及渗透系数和压缩系数随深度任意变化的成层非均质地基一维固结半解析解及其计算程序，并以渗透系数和压缩系数是深度的多项式函数的非均质地基为例对单层、多层非均质地基的一维固结性状进行了详细研究。 - The key to calculate the moistening deformation is to work out the distribution of the water content . aiming to the collapsible accidents owing of leakage , this text establishs two - dimensional immersing model of collapsible loess and predicts the change of water content in loess subsoil . furthermore the text selects the stress path method to calculate the moistening deformation subjected to leakage , substituting compressing moduls for tangent moduls after taking cavity ratio and water content into account , putting forward the method to calculate the moistening deformation
增湿变形的关键是研究含水量的变化，本文针对黄土地基由于漏水所引起的湿陷事故，建立了二维湿陷性黄土地基积水入渗模型，实现了对黄土地基含水量变化的预测，进一步选择了分层总和法计算黄土地基增湿变形，考虑了含水量、孔隙比对模量的影响，以弦线模量取代压缩模量，提出了计算增湿变形的计算方法，计算了由于漏水而引起的黄土地基增湿变形量。 - By research done on a structural model with numerical calculation method , the effects of some factors , such as superstructure stiffness , thickness of raft , compressive modular constant of soil , suspended width of raft and raft concrete intensity , on the working behavior of thick - raft foundation are analyzed
然后，通过建立结构模型，用数值计算的方法研究了上部结构、筏板厚度、地基压缩模量、筏板悬挑宽度和筏板砼等级五个因素对基础沉降、基底反力和筏板内力的影响，分析了厚筏基础的基本受力特性。