[3] MALAZDREWICZ SADAM O KSADOWSKI . Self-compacting concrete with recycled coarse aggregates from concrete construction and demolition waste current state-of-the art and perspectives［J］. Construction and Building Materials2023370: 130702.

[4] MELO K ACARNEIRO A M P. Effect of metakaolin’s finesses and content in self-consolidating concrete［J］. Construction and Building Materials201024(8): 1529-1535.

[5] SUA-IAM GMAKUL N. Recycling prestressed concrete pile waste to produce green self-compacting concrete［J］. Journal of Materials Research and Technology202324: 4587-4600.

[9] ELIK Z. Investigation of the use of ground raw vermiculite as a supplementary cement materials in self-compacting mortars: comparison with class C fly ash［J］. Journal of Building Engineering202365: 105745.

[10] LEEMANN ALOSER RMNCH B. Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete［J］. Cement and Concrete Composites201032(2): 116-120.

[11] FELEKOLU BTOSUN KBARADAN Bet al. The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars［J］. Cement and Concrete Research200636(9): 1719-1726.

[14] BILODEAU AMALHOTRA V M. High-volume fly ash system: concrete solution for sustainable development［J］. ACI Materials Journal200097(1): 41-48.

[15] BOUKENDAKDJI OKENAI SKADRI E Het al. Effect of slag on the rheology of fresh self-compacted concrete［J］. Construction and Building Materials200923(7): 2593-2598.

[17] DINAKAR PBABU K GSANTHANAM M. Durability properties of high volume fly ash self compacting concretes［J］. Cement and Concrete Composites200830(10): 880-886.

[19] ALYAMA K EINCE R. A preliminary concrete mix design for SCC with marble powders［J］. Construction and Building Materials200923(3): 1201-1210.

[23] TOPU I· BBILIR TUYGUNOLU T. Effect of waste marble dust content as filler on properties of self-compacting concrete［J］. Construction and Building Materials200923(5): 1947-1953.

[31] SUN WYAN H DZHAN B G. Analysis of mechanism on water-reducing effect of fine ground slaghigh-calcium fly ashand low-calcium fly ash［J］. Cement and Concrete Research200333(8): 1119-1125.

[32] ASTM-C1202. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration: ASTM-C1202［S］. Annual Book of ASTM Standards1994.

[33] ZHENG XLIU K XGAO Set al. Effect of pozzolanic reaction of zeolite on its internal curing performance in cement-based materials［J］. Journal of Building Engineering202363: 105503.

[34] ETLI S. Evaluation of the effect of silica fume on the freshmechanical and durability properties of self-compacting concrete produced by using waste rubber as fine aggregate［J］. Journal of Cleaner Production2023384: 135590.

[36] LAWRENCE PCYR MRINGOT E. Mineral admixtures in mortars effect of typeamount and fineness of fine constituents on compressive strength［J］. Cement and Concrete Research200535(6): 1092-1105.

[37] KONG L JXIE S HWANG C Het al. Effect of iron tailings as fine aggregate and mineral admixture on strength and microstructure of cement mortar［J］.International Journal of Concrete Structures and Materials202317(1): 1-16.

[39] HAN S HKIM J K. Effect of temperature and age on the relationship between dynamic and static elastic modulus of concrete［J］. Cement and Concrete Research200434(7): 1219-1227.