A Study of the Parameters of Normalized Undrained Shear Strength and Stiffness of Taipei Silty Clay
碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === For diminishing the influence of swelling during saturation in the triaxial test, the difference between cell pressure and back pressure should be equal to the residual effective stress of soil sample. According to the literatures, the stiffness of soil reduced...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/30818585922412398662 |