振動台大型剪力盒試驗砂土液化後沈陷量之研究

碩士 === 國立臺灣大學 === 土木工程學研究所 === 92 === During or after earthquake, the seismically induced excess pore water pressure in saturated sand layer would dissipate with time, and the volume of the sand layer decreases and settlement occurs. In this study, a biaxial laminar shear box on a shaking table at N...

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Bibliographic Details
Main Authors: Han-Wei Cheng, 程漢瑋
Other Authors: Tzuo-Shin Ueng
Format: Others
Language:zh-TW
Published: 2004
Online Access:http://ndltd.ncl.edu.tw/handle/35938689649180958449