Experimental study of relationships between various void parameters and liquefaction resistance for sands with fines using cyclic simple shear
碩士 === 國立暨南國際大學 === 土木工程學系 === 94 === The fines content of sandy soil is one of the major factors that contribute to the liquefaction resistance of granular soils. Currently, there is no consistent conclusion that relates the fines contents and liquefaction resistance quantitatively. Series stress-c...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/93987070248465524779 |