Establishing the Resilient testing system for Study of Geocell Reinforced Sand Soil
碩士 === 中原大學 === 土木工程研究所 === 94 === Geosynthetics have been in use for many years as subgrade and reinforced fill. Previously, the R and CBR static penetration test values were applied to the developmental process of designing pavement thickness. For this reason, static penetration style tests were 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/36416019132507804259 |