Study and Application of Low Pressure Grouting Method to Surround and filling Liquefied site
碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 106 === The sandy soil with high relative density is not easy to liquefy, enforce to make the soil particles of sandy soils have no relative displacement under earthquake and will not liquefy. In this study, we used the United States Syntron company relative...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2018
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| Online Access: | http://ndltd.ncl.edu.tw/handle/upm629 |