Journal of Changjiang River Scientific Research Institute ›› 2025, Vol. 42 ›› Issue (3): 178-187.DOI: 10.11988/ckyyb.20231246
• Hydraulic Structure and Material • Previous Articles Next Articles
FENG Xi-tao(), JIANG Hui(
), LIU Yao, CAI Xie-qi, JI Guo-rong, DENG Bi-wei
Received:
2023-11-14
Revised:
2024-04-01
Published:
2025-03-01
Online:
2025-03-01
Contact:
JIANG Hui
CLC Number:
FENG Xi-tao, JIANG Hui, LIU Yao, CAI Xie-qi, JI Guo-rong, DENG Bi-wei. Fine Structure Characteristics of Grass-planted Concrete and Its Effect on Compressive Strength[J]. Journal of Changjiang River Scientific Research Institute, 2025, 42(3): 178-187.
烧失 量/% | 比表面积/ ( m2·kg-1) | 质量分数/% | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
氯离子 | 氧化铝 | 氧化镁 | 三氧化硫 | |||||||||
3.02 | 357 | 0.012 | 5.5 | 1.2 | 2.01 |
Table 1 Main performance parameters and chemical composition of P·O 42.5 cement
烧失 量/% | 比表面积/ ( m2·kg-1) | 质量分数/% | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
氯离子 | 氧化铝 | 氧化镁 | 三氧化硫 | |||||||||
3.02 | 357 | 0.012 | 5.5 | 1.2 | 2.01 |
矿物掺合料 | 二氧化硅 | 氧化钙 | 氧化铝 | 氧化镁 | 氧化铁 |
---|---|---|---|---|---|
硅灰石粉 | 49~50 | 45~50 | 0.1~0.3 | 0.28 | 0.1~0.3 |
粉煤灰 | 43 | 5.6 | 23 | 0.95 | 2.5 |
Table 2 Main chemical components of minerals %
矿物掺合料 | 二氧化硅 | 氧化钙 | 氧化铝 | 氧化镁 | 氧化铁 |
---|---|---|---|---|---|
硅灰石粉 | 49~50 | 45~50 | 0.1~0.3 | 0.28 | 0.1~0.3 |
粉煤灰 | 43 | 5.6 | 23 | 0.95 | 2.5 |
编号 | 粗骨料 | 水泥 | 硅灰石粉 | 粉煤灰 | 河砂 | 水 | 增强剂 | 减水剂 |
---|---|---|---|---|---|---|---|---|
20HD | 1 340 | 425 | 0 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG1 | 1 340 | 403 | 22 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG2 | 1 340 | 381 | 44 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG3 | 1 340 | 359 | 66 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG4 | 1 340 | 337 | 88 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG5 | 1 340 | 315 | 110 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG6 | 1 340 | 293 | 132 | 0 | 215 | 113 | 4.3 | 0.86 |
20HF1 | 1 340 | 403 | 0 | 22 | 215 | 113 | 4.3 | 0.86 |
20HF2 | 1 340 | 381 | 0 | 44 | 215 | 113 | 4.3 | 0.86 |
20HF3 | 1 340 | 359 | 0 | 66 | 215 | 113 | 4.3 | 0.86 |
20HF4 | 1 340 | 337 | 0 | 88 | 215 | 113 | 4.3 | 0.86 |
20HF5 | 1 340 | 315 | 0 | 110 | 215 | 113 | 4.3 | 0.86 |
20HF6 | 1 340 | 293 | 0 | 132 | 215 | 113 | 4.3 | 0.86 |
Table 3 Mix proportion of grass-planted concrete with a target porosity of 20% kg/m3
编号 | 粗骨料 | 水泥 | 硅灰石粉 | 粉煤灰 | 河砂 | 水 | 增强剂 | 减水剂 |
---|---|---|---|---|---|---|---|---|
20HD | 1 340 | 425 | 0 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG1 | 1 340 | 403 | 22 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG2 | 1 340 | 381 | 44 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG3 | 1 340 | 359 | 66 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG4 | 1 340 | 337 | 88 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG5 | 1 340 | 315 | 110 | 0 | 215 | 113 | 4.3 | 0.86 |
20HG6 | 1 340 | 293 | 132 | 0 | 215 | 113 | 4.3 | 0.86 |
20HF1 | 1 340 | 403 | 0 | 22 | 215 | 113 | 4.3 | 0.86 |
20HF2 | 1 340 | 381 | 0 | 44 | 215 | 113 | 4.3 | 0.86 |
20HF3 | 1 340 | 359 | 0 | 66 | 215 | 113 | 4.3 | 0.86 |
20HF4 | 1 340 | 337 | 0 | 88 | 215 | 113 | 4.3 | 0.86 |
20HF5 | 1 340 | 315 | 0 | 110 | 215 | 113 | 4.3 | 0.86 |
20HF6 | 1 340 | 293 | 0 | 132 | 215 | 113 | 4.3 | 0.86 |
编号 | 水泥 | 硅灰石粉 | 粉煤灰 | 河砂 | 水 | 增强剂 | 减水剂 |
---|---|---|---|---|---|---|---|
KB-0 | 1 363.4 | 0 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-5 | 1 294.4 | 69 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-10 | 1 225.4 | 138 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-15 | 1 156.4 | 207 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-20 | 1 087.4 | 276 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-25 | 1 018.4 | 345 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-30 | 949.4 | 414 | 0 | 690 | 362 | 13.8 | 2.8 |
FA-5 | 1 294.4 | 0 | 69 | 690 | 362 | 13.8 | 2.8 |
FA-10 | 1 225.4 | 0 | 138 | 690 | 362 | 13.8 | 2.8 |
FA-15 | 1 156.4 | 0 | 207 | 690 | 362 | 13.8 | 2.8 |
FA-20 | 1 087.4 | 0 | 276 | 690 | 362 | 13.8 | 2.8 |
FA-25 | 1 018.4 | 0 | 345 | 690 | 362 | 13.8 | 2.8 |
FA-30 | 949.4 | 0 | 414 | 690 | 362 | 13.8 | 2.8 |
Table 4 Mix ratio of cementitious materials kg/m3
编号 | 水泥 | 硅灰石粉 | 粉煤灰 | 河砂 | 水 | 增强剂 | 减水剂 |
---|---|---|---|---|---|---|---|
KB-0 | 1 363.4 | 0 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-5 | 1 294.4 | 69 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-10 | 1 225.4 | 138 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-15 | 1 156.4 | 207 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-20 | 1 087.4 | 276 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-25 | 1 018.4 | 345 | 0 | 690 | 362 | 13.8 | 2.8 |
SF-30 | 949.4 | 414 | 0 | 690 | 362 | 13.8 | 2.8 |
FA-5 | 1 294.4 | 0 | 69 | 690 | 362 | 13.8 | 2.8 |
FA-10 | 1 225.4 | 0 | 138 | 690 | 362 | 13.8 | 2.8 |
FA-15 | 1 156.4 | 0 | 207 | 690 | 362 | 13.8 | 2.8 |
FA-20 | 1 087.4 | 0 | 276 | 690 | 362 | 13.8 | 2.8 |
FA-25 | 1 018.4 | 0 | 345 | 690 | 362 | 13.8 | 2.8 |
FA-30 | 949.4 | 0 | 414 | 690 | 362 | 13.8 | 2.8 |
矿物 掺合料 | 养护 期/d | 不同矿物掺合料掺量下抗压强度/MPa | |||||||
---|---|---|---|---|---|---|---|---|---|
0% | 5% | 10% | 15% | 20% | 25% | 30% | |||
硅灰石粉 | 7 | 4.6 | 5.3 | 5.1 | 9.3 | 10.4 | 9.8 | 6.9 | |
28 | 4.8 | 5.0 | 5.1 | 6.8 | 9.9 | 10.1 | 8.0 | ||
粉煤灰 | 7 | 4.6 | 8.9 | 7.0 | 9.0 | 10.8 | 10.5 | 7.3 | |
28 | 4.8 | 5.3 | 6.4 | 9.8 | 11.3 | 9.5 | 9.5 |
Table 5 Compressive strengths of grass-planted concrete of different curing ages
矿物 掺合料 | 养护 期/d | 不同矿物掺合料掺量下抗压强度/MPa | |||||||
---|---|---|---|---|---|---|---|---|---|
0% | 5% | 10% | 15% | 20% | 25% | 30% | |||
硅灰石粉 | 7 | 4.6 | 5.3 | 5.1 | 9.3 | 10.4 | 9.8 | 6.9 | |
28 | 4.8 | 5.0 | 5.1 | 6.8 | 9.9 | 10.1 | 8.0 | ||
粉煤灰 | 7 | 4.6 | 8.9 | 7.0 | 9.0 | 10.8 | 10.5 | 7.3 | |
28 | 4.8 | 5.3 | 6.4 | 9.8 | 11.3 | 9.5 | 9.5 |
细观孔隙 结构参数 | 矿物 掺合料 | R2 | 拟合函数 |
---|---|---|---|
细观孔 隙含量 | SF | 0.652 2 | y=8.808x-0.758 |
FA | 0.955 8 | y=10.219 5x-0.836 | |
平均孔径 | SF | 0.610 5 | y=291.33x2-90.87x + 11.798 |
FA | 0.842 4 | y=-864.87x2+59.441x+9.333 6 | |
间距系数 | SF | 0.358 6 | y=-30.987x+10.117 |
FA | 0.133 9 | y=31.959x+4.220 2 |
Table 6 Influence of mesoscopic pore structure on compressive strength
细观孔隙 结构参数 | 矿物 掺合料 | R2 | 拟合函数 |
---|---|---|---|
细观孔 隙含量 | SF | 0.652 2 | y=8.808x-0.758 |
FA | 0.955 8 | y=10.219 5x-0.836 | |
平均孔径 | SF | 0.610 5 | y=291.33x2-90.87x + 11.798 |
FA | 0.842 4 | y=-864.87x2+59.441x+9.333 6 | |
间距系数 | SF | 0.358 6 | y=-30.987x+10.117 |
FA | 0.133 9 | y=31.959x+4.220 2 |
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Abstract 33
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