A Study on the Influence of Mica Content on the Compressibility of Sands

碩士 === 中原大學 === 土木工程研究所 === 97 === Secondary compression is the rearrangement of sand particles with time under a constant effective stress. This soil behavior also called creep. Laboratory measurements of dynamic shear modulus after primary consolidation in sands show an increase with time. A reaso...

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Bibliographic Details
Main Authors: Jen-Bang Yang, 楊振邦
Other Authors: Tao-Wei Feng
Format: Others
Language:zh-TW
Published: 2009
Online Access:http://ndltd.ncl.edu.tw/handle/41837564508852074664