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...

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Bibliographic Details
Main Authors: Sheng-syuan Lin, 林聖旋
Other Authors: Hung-Jiun Liao
Format: Others
Language:zh-TW
Published: 2009
Online Access:http://ndltd.ncl.edu.tw/handle/75532220316698504544