飽和砂土受反覆荷重作用後之不排水受剪行為
碩士 === 國立臺灣大學 === 土木工程學研究所 === 88 === This paper discusses the modulus reduction of Vietnam sand subject to undrained monotonic loading at various amount of pore water pressure increments generated by cyclic loading or back pressure increasing. The test results show that the secant modulu...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/28819516114727464793 |