Using CPT estimates uncertainty of undrained shear strength
碩士 === 國立臺灣科技大學 === 營建工程系 === 97 === Due to its high consistency in determining continuous soil profiles, the piezo-eletrical cone penetration test (CPTU) is recently becoming more and more popular as an in situ test method. This study examines the transformation uncertainties of three well known em...
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/75532220316698504544 |