Study on Expansion Joints Damage through Non-shrinkage Mortar Strength under Wet-Dry Cycling
碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 98 === Non-shrinkage concrete damage is one of the main reason causes bridge expansion joint failure in Taiwan. The design strength of non-shrinkage concrete for connecting expansion joint and structure is 350kgf/cm2 according to specification, which is suffic...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2010
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| Online Access: | http://ndltd.ncl.edu.tw/handle/47269899605210573835 |