Cl-在钢筋混凝土板一维双向扩散的分离变量法解答
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岳著文, 李镜培, 杨博, 邵伟, 吕韬
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Solve Chloride Ions Diffusion Problem by Separation Variable Method for Reinforced Concrete Slab in Marine Environment
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YUE Zhuwen, LI Jingpei, YANG Bo, SHAO Wei, LV Tao
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表1 表面Cl-浓度取值范围 |
Table1 Range of surface Cl- concentration at concrete surface (relative to concrete / %) |
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Composition of cementitious material | Tide zone | Splash zone | Atmospheric zone | Cement | 0.6~0.7 | 0.6~0.7 | 0.35~0.45 | Cement+Slag powder | 0.7~0.9 | 0.7~0.9 | 0.45~0.55 | Cement+Fly ash | 0.7~0.9 | 0.7~0.9 | 0.45~0.55 | Cement+Silica fume | 0.6~0.7 | 0.6~0.7 | 0.45~0.55 | Cement+Slag powder+ Fly ash | 0.7~0.9 | 0.7~0.9 | 0.45~0.55 | Cement+Slag powder+ Fly ash+Silica fume | 0.7~0.9 | 0.7~0.9 | 0.45~0.55 |
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