Influence of Soil Gradations on Static and Cyclic Behaviors of Silty Sands
碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 93 === When a saturated sand deposit is subjected to ground vibrations, it tends to compact and decrease in volume; if drainage is inadequate to dissipate, the tendency to decrease in volume will give results in an increase in pore water pressure. As pore wat...
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/25927978128804678696 |