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...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2009
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Online Access: | http://ndltd.ncl.edu.tw/handle/41837564508852074664 |