Chinese translation for "modulus of compressibility"

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

Related Translations:

compressibility function:  压缩函数

modulus:  n.(pl. -li ) 【数、物】模数，模量；系数。 a modulus of elasticity 弹性模量。

extinction modulus:  吸光率

hardening modulus:  硬化模量

stretch modulus:  拉伸模量

piezoelectric modulus:  压电模量压电模数压电系数

alignment modulus:  该数据类型的对齐模数

bulk modulus:  【物理学】体积弹性率。

retraction modulus:  回复模数

apparent modulus:  表观模量表观模数视距离模数视模数

Example Sentences:

	1.	These two parameters are nowadays called the modulus of compressibility . 这两种参数现被称为压缩模量。
	2.	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 。
	3.	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。
	4.	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。
	5.	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。

Similar Words：

"modulus of attenuation" Chinese translation, "modulus of bending" Chinese translation, "modulus of complex number" Chinese translation, "modulus of compre ibility" Chinese translation, "modulus of compre ion" Chinese translation, "modulus of compression" Chinese translation, "modulus of compressive elasticity" Chinese translation, "modulus of congruence" Chinese translation, "modulus of continuity" Chinese translation, "modulus of conversion" Chinese translation