Use of equivalent parameters for ground improvement piles in deep excavation analysis
碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === To increase the stability of the excavation, ground improvement techniques are commonly used. With the column type of the ground improvement, the soil was often mixed with the cement to make the soilcrete. The improved soil within the excavation zone thus forms...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/13619080396998204831 |