A Model Test Apparatus for Base Stability of Deep Excavation in Soft Clay
碩士 === 國立臺灣科技大學 === 營建工程系 === 89 === By keeping a constant stability number (Nb= H / Su) for base stability of excavation, the effect of reduced model size on the behavior of base heave can be compensated by reducing the strength of soil. Based on this concept, a model test apparatus has been devel...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2001
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| Online Access: | http://ndltd.ncl.edu.tw/handle/52024560131326655233 |