modulus of compressibility meaning in English
地基应力和变形压缩模量
体积弹性横量
体积压缩模数
压缩弹性模数
压缩模量
Examples
- These two parameters are nowadays called the modulus of compressibility .
这两种参数现被称为压缩模量。 - 6 . using present theoretics , the author puts forward the theory of calculating the value of n by the modified value of modulus of compressibility a : . the value of k is 1 . 1 - 1 . 2 in the engineering of nanjing - qidong railway
最后，在现有的理论基础上，借助于静载试验，提出了采用地基土压缩模量的k值修正计算桩土应力比n值的方法，并根据宁启铁路工程实例取k值为1 . 1 1 . 2 。 - By an engineering example , the paper makes analysis of the problems existing in the assessment of a clayey ground , proposes that it would be appropriate to adopt manifold methods for the investigation and assessment of the clayey ground , in case of the standard value of bearing capacity does not coordinate with the value of modulus of compressibility , it is suggested that stratification and assessment should be made according to the modulus of compressibility , and checking computation of settlement should be conducted also
该文通过某工程实例，对粘性土地基评价中存在的问题进行了分析，认为采用多种方法对粘性土地基进行勘察和评价为宜，当承载力标准值与压缩模量不协调时，建议按压缩模量进行分层和评价，并且进行沉降量验算。 - 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。 - Base on the finite element method , the major factors that affect the work behavior of self - expanded pile are studied , these major factors include the modulus of compressibility of pile side soil , bearing stratum soil and substratum soil ; the ratio of length and radius of pile ; the ratio of expanded body ' s radius and pile ' s radius ; the depth into bearing stratum of pile end ; load value and so on
然后通过有限元法分析了影响自扩桩工作性状的主要因素，研究了桩周土、持力层和下卧层土的性质、长径比、扩径比、桩端进入持力层深度、荷载大小等因素对自扩桩荷载传递特性的影响。