A Study on the Compressibility Parameters during Primary Consolidation with Separated-type Consolidometer
碩士 === 中原大學 === 土木工程研究所 === 89 === Since 1940, Taylor and Merchant proposed a constitutive equation of one-dimentional compression, which contains two compressibility parameters with respect to effective stress, , and with respect to time, . Several researchers have confirmed the validi...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2001
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Online Access: | http://ndltd.ncl.edu.tw/handle/40555561695487616390 |