The Study of Embankment Deformation Induced by Foundation Soil Liquefaction
碩士 === 國立中央大學 === 土木工程研究所 === 92 === ABSTRACT During earthquake, foundation soils liquefaction will cause settlement, lateral spreading and crest crack of an embankment. Recently, dynamic effective stress methods have been developed to simulate complex -liquefaction deformation behavior of an embank...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/75692213035271536089 |