modulus of compressibilityの例文
- These two parameters are nowadays called the modulus of compressibility .
- 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
- 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
- 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
- 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
