A Model Test Study of Deformation Characteristics Induced by Excavation in Soft Clay
碩士 === 國立臺灣科技大學 === 營建工程系 === 94 === Using the dimensional analysis, excavation model can be scaled down by reducing undrained shear strength of soft clay at single gravity . Herewith we can use the model test to look into the controlling factors of the primary influence zone (PIZ), and extend the a...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/9a764c |