Author	Literature	ID	Kind	Size(μm)	W/B	MRR(%)	fc(Mpa)
Zhang Xiu qin	EXPERI MENTAL STUDY ON THE UTILIZATION OF RENEWA BLE MICRON (Chinese) [74]	1	RCP	0.00	0.50	0.00	42.70
		2	RCP	29.78	0.50	10.00	39.10
		3	RCP	29.78	0.50	20.00	35.80
		4	RCP	29.78	0.50	30.00	31.20
Shujun Li et al.	Experimental Study on the Preparation of Recycled Admixtures by Using Construction and Demolition Waste [39]	5	RCP	0.00	0.50	0.00	46.60
		6	RCP	22.50	0.50	30.00	33.55
		7	RCP	37.50	0.50	30.00	32.62
		8	RBP	22.50	0.50	30.00	36.35
		9	RBP	37.50	0.50	30.00	34.48
Lan Cong et al.	Study on the Application of Recycled Fine Powder in Ready-Mixed Concrete [40]	10	RBP	16.61	0.50	30.00	33.05
		11	RBP	14.44	0.50	30.00	34.99
		12	RBP	12.67	0.50	30.00	37.42
		13	RBP	10.66	0.50	30.00	37.91
Wang Hua	INFLUENCE OF RECYCLED FINE POWDER ON SHRINKAGE CRACKING OF CONCRETE (Chinese) [75]	14	RCP	100.00	0.50	30.00	29.90
		15	RCP	70.00	0.50	30.00	32.30
		16	RCP	50.00	0.50	30.00	30.20
Liu Rongtao	Experimental Study on the Construction Waste Clay Brick Powder as Active Admixture (Chinese) [76]	17	RBP	25.00	0.50	30.00	28.70
		18	RBP	15.00	0.50	30.00	31.90
		19	RBP	10.00	0.50	30.00	32.70
		20	RBP	0.00	0.50	0.00	42.50
		21	RBP	15.00	0.50	10.00	38.30
		22	RBP	15.00	0.50	20.00	35.70
		23	RBP	15.00	0.50	30.00	31.90
		24	RBP	15.00	0.50	40.00	26.30
		25	RBP	15.00	0.50	50.00	22.10
		26	RBP	15.00	0.50	60.00	16.60
Kang Xiaoming	Study on the Influence of the Particle Size Distribution of Recycled Concrete Powder on the Mechanical Properties and Microstructure of Rcycled Mortar (Chinese) [77]	27	RCP	34.82	0.50	10.00	42.00
		28	RCP	34.82	0.50	20.00	40.30
		29	RCP	34.82	0.50	30.00	31.00
		30	RCP	19.40	0.50	10.00	43.50
		31	RCP	19.40	0.50	20.00	41.00
		32	RCP	19.40	0.50	30.00	31.50
		33	RCP	18.53	0.50	10.00	50.60
		34	RCP	18.53	0.50	20.00	44.00
		35	RCP	18.53	0.50	30.00	36.10
		36	RCP	0.00	0.50	0.00	50.80
		37	RCP	67.79	0.50	10.00	45.50
		38	RCP	67.79	0.50	20.00	37.20
		39	RCP	67.79	0.50	30.00	26.80
		40	RCP	67.79	0.50	40.00	17.60
Xu Changwei et al.	Study on activation of waste clay brick powder [41]	41	RBP	14.71	0.50	30.00	23.42
		42	RBP	13.89	0.50	30.00	25.30
		43	RBP	12.85	0.50	30.00	27.42
		44	RBP	0.00	0.50	0.00	40.90
		45	RBP	12.85	0.50	20.00	48.10
		46	RBP	12.85	0.50	30.00	39.20
		47	RBP	12.85	0.50	40.00	31.80
		48	RBP	12.85	0.50	50.00	26.50
		49	RBP	12.85	0.50	60.00	21.10
XU Changwei et al.	Application of waste clay brick powder in grouting material (Chinese) [78]	50	RBP	20.90	0.50	30.00	22.10
		51	RBP	16.70	0.50	30.00	27.70
		52	RBP	14.37	0.50	30.00	32.90
		53	RBP	12.71	0.50	30.00	35.60
Zheng Li	Properties of Concrete with Recycled Clay- Brick-Powder (Chinese) [79]	54	RBP	100.00	0.50	30.00	44.90
		55	RBP	60.00	0.50	30.00	45.10
		56	RBP	40.00	0.50	30.00	45.10
		57	RBP	100.00	0.50	20.00	45.04
		58	RBP	60.00	0.50	20.00	48.45
		59	RBP	40.00	0.50	20.00	49.10
		60	RBP	100.00	0.50	10.00	48.90
		61	RBP	60.00	0.50	10.00	52.00
		62	RBP	40.00	0.50	10.00	50.10
WANG Yuan-yuan et al.	STUDY ON MECHANICAL PROPERTIES OF WASTE CLAY-BRICK-POWDER MORTAR (Chinese) [80]	63	RBP	0.00	0.35	0.00	54.90
		64	RBP	53.00	0.35	10.00	50.00
		65	RBP	53.00	0.35	20.00	48.30
		66	RBP	53.00	0.35	30.00	45.10
		67	RBP	71.00	0.35	10.00	52.30
		68	RBP	71.00	0.35	20.00	48.20
		69	RBP	71.00	0.35	30.00	45.10
		70	RBP	82.00	0.35	10.00	48.80
		71	RBP	82.00	0.35	20.00	44.90
		72	RBP	82.00	0.35	30.00	44.80
		73	RBP	45.00	0.35	10.00	53.60
		74	RBP	45.00	0.35	20.00	40.00
		75	RBP	45.00	0.35	30.00	37.10
Zhang Ping et al.	Study on the method of stimulating the activity of regenerated micro powder (Chinese) [81]	76	RCP	0.00	0.50	0.00	49.20
		77	RCP	8.06	0.50	10.00	46.10
		78	RCP	8.06	0.50	20.00	44.80
		79	RCP	8.06	0.50	30.00	43.10
		80	RCP	8.06	0.50	40.00	33.40
		81	RCP	8.06	0.50	50.00	28.00
Liu Yin et al.	Experimental Research on Cementitious Property of Renewable Powders of Construction Waste (Chinese) [82]	82	RCP	0.00	0.50	0.00	30.60
		83	RCP	50.00	0.50	10.00	29.50
		84	RCP	50.00	0.50	20.00	26.90
		85	RCP	50.00	0.50	30.00	23.50
		86	RCP	50.00	0.50	40.00	20.10
Ma Yu	Experimental study on properties of recycled micro powder concrete mixed with construction waste (Chinese) [83]	87	RCP	0.00	0.50	0.00	56.80
		88	RCP	35.00	0.50	10.00	53.10
		89	RCP	35.00	0.50	20.00	50.80
		90	RCP	35.00	0.50	30.00	39.20
		91	RCP	35.00	0.50	40.00	33.60
		92	RCP	35.00	0.50	50.00	25.80
Fan Yao-hu et al.	Effect of Regenerated Powder and Fly Ash on Mechanical Properties and Microstructure of Mortar (Chinese) [84]	93	RCP	0.00	0.50	0.00	49.30
		94	RCP	12.86	0.50	10.00	43.60
		95	RCP	12.86	0.50	20.00	42.50
		96	RCP	12.86	0.50	30.00	33.60
		97	RCP	12.86	0.50	40.00	27.80
Gao shaobin	Full-component of Waste Cement and Utilization of Recycled Concrete (Chinese) [85]	98	RCP	0.00	0.55	0.00	52.50
		99	RCP	24.01	0.55	10.00	47.50
		100	RCP	24.01	0.55	20.00	44.90
		101	RCP	24.01	0.55	30.00	38.20
Zhenhua Duan et al.	Combined use of recycled powder and recycled coarse aggregate derived from construction and demolition waste in self-compacting concrete [37]	102	RCP	0.00	0.50	0.00	42.53
		103	RCP	45.00	0.50	30.00	34.02
		104	RCP	45.00	0.40	0.00	48.41
		105	RCP	45.00	0.40	10.00	42.41
		106	RCP	45.00	0.40	20.00	41.25
Dae-Joong Moon et al.	Fundamental properties of mortar containing waste concrete powder [38]	107	RCP	19.67	0.55	0.00	54.10
		108	RCP	44.12	0.55	20.00	41.90
		109	RCP	20.76	0.55	10.00	52.60
		110	RCP	20.76	0.55	20.00	46.70
		111	RCP	20.76	0.55	30.00	36.40
		112	RCP	18.93	0.55	10.00	50.10
		113	RCP	18.93	0.55	20.00	43.40
		114	RCP	18.93	0.55	30.00	37.30
Shujun Li et al.	Particle-size effect of recycled clay brick powder on the pore structure of blended cement paste [86]	115	RBP	0.00	0.50	30.00	48.30
		116	RBP	25.00	0.50	30.00	39.80
		117	RBP	45.00	0.50	30.00	36.20
		118	RBP	75.00	0.50	30.00	33.70
Zhiming Ma et al.	Mechanical properties and water absorption of cement composites with various fineness and contents of waste brick powder from C&D waste [87]	119	RBP	0.00	0.50	0.00	42.10
		120	RBP	6.00	0.50	7.50	43.30
		121	RBP	6.00	0.50	15.00	44.50
		122	RBP	6.00	0.50	30.00	38.00
		123	RBP	12.00	0.50	30.00	42.60
		124	RBP	12.00	0.50	30.00	43.40
		125	RBP	12.00	0.50	30.00	37.80
		126	RBP	18.00	0.50	30.00	40.70
		127	RBP	18.00	0.50	30.00	39.10
		128	RBP	18.00	0.50	30.00	36.30
		129	RBP	42.00	0.50	30.00	38.50
		130	RBP	42.00	0.50	30.00	37.40
		131	RBP	42.00	0.50	30.00	32.90
Huixia Wu et al.	Water transport and resistance improvement for the cementitious composites with eco-friendly powder from various concrete wastes [88]	132	RCP	0.00	0.50	0.00	42.50
		133	RCP	9.00	0.50	10.00	37.90
		134	RCP	9.00	0.50	20.00	35.40
		135	RCP	9.00	0.50	30.00	32.13
		136	RCP	9.00	0.50	50.00	20.70
Huixia Wu et al.	Properties of green mortar blended with waste concrete-brick powder at various components, replacement ratios and particle sizes [89]	137	RCP	0.00	0.50	0.00	42.50
		138	RCP	14.30	0.50	10.00	37.60
		139	RCP	14.30	0.50	20.00	34.30
		140	RCP	14.30	0.50	30.00	30.50
		141	RBP	11.80	0.50	10.00	41.30
		142	RBP	11.80	0.50	20.00	38.70
		143	RBP	11.80	0.50	30.00	34.90
Zhenhua Duan et al.	Study on the essential properties of recycled powders from construction and demolition waste [90]	144	RBP	0.00	0.50	0.00	45.00
		145	RBP	12.64	0.50	10.00	41.40
		146	RBP	12.64	0.50	20.00	40.70
		147	RBP	12.64	0.50	30.00	37.80
Shujun Li et al.	Investigation of using recycled powder from the preparation of recycled aggregate as a supplementary cementitious material [91]	148	RCP	0.00	0.50	0.00	47.10
		149	RCP	9.00	0.50	30.00	35.32
		150	RCP	14.00	0.50	30.00	34.40
		151	RCP	18.00	0.50	30.00	32.10
		152	RCP	28.00	0.50	30.00	31.60
		153	RBP	9.30	0.50	30.00	37.20
		154	RBP	13.00	0.50	30.00	36.50
		155	RBP	20.00	0.50	30.00	34.10
		156	RBP	27.00	0.50	30.00	33.90
Xiao-xiao Yu	Effect of Mechanical Force Grinding on the Properties of Recycled Powder (Chinese) [92]	157	RCP	27.50	0.50	5.00	42.40
		158	RCP	27.50	0.50	10.00	41.50
		159	RCP	27.50	0.50	15.00	37.80
		160	RCP	27.50	0.50	20.00	34.80
		161	RCP	27.50	0.50	25.00	32.40
		162	RCP	27.50	0.50	30.00	30.30
		163	RCP	27.50	0.50	35.00	23.80
		164	RCP	27.50	0.50	40.00	20.00
		165	RCP	27.50	0.50	45.00	16.30
		166	RCP	27.50	0.50	50.00	12.50
		167	RCP	27.50	0.50	55.00	11.20
		168	RCP	27.50	0.50	60.00	5.40
		169	RCP	32.50	0.50	5.00	41.60
		170	RCP	32.50	0.50	10.00	38.20
		171	RCP	32.50	0.50	15.00	36.10
		172	RCP	32.50	0.50	20.00	32.50
		173	RCP	32.50	0.50	25.00	30.10
		174	RCP	32.50	0.50	30.00	36.90
		175	RCP	32.50	0.50	35.00	22.50
		176	RCP	32.50	0.50	40.00	17.40
		177	RCP	32.50	0.50	45.00	12.40
		178	RCP	32.50	0.50	50.00	11.30
		179	RCP	32.50	0.50	55.00	11.10
		180	RCP	32.50	0.50	60.00	2.50
Li Zhong	Effect of recycled fine powder/aggregate modification on cement-basedmaterials and its application (Chinese) [93]	181	RCP	0.00	0.50	0.00	43.90
		182	RCP	22.70	0.50	10.00	43.50
		183	RCP	22.70	0.50	30.00	33.30
		184	RCP	22.70	0.50	50.00	20.50
Yang Lin	INVESTIGATION ON R ECYCLED CEMENTITIOUS MATERIALS PR EPAR ING WITH RECYCLED CONCR ETE POWDER (Chinese) [94]	185	RCP	0.00	0.50	0.00	45.20
		186	RCP	33.20	0.50	30.00	27.80
		187	RCP	27.60	0.50	30.00	28.90
		188	RCP	20.60	0.50	30.00	31.30
		189	RCP	16.50	0.50	30.00	29.60
		190	RCP	14.30	0.50	30.00	28.00
		191	RCP	10.30	0.50	30.00	25.70
Huixia Wu et al.	Early-age behavior and mechanical properties of cement-based materials with various types and fineness of recycled powder [95]	192	RCP	0.00	0.50	0.00	38.80
		193	RCP	12.40	0.50	7.00	38.50
		194	RCP	12.40	0.50	15.00	36.40
		195	RCP	12.40	0.50	30.00	30.20
		196	RCP	12.40	0.50	40.00	24.10
		197	RCP	23.50	0.50	7.00	27.80
		198	RCP	23.50	0.50	15.00	34.50
		199	RCP	23.50	0.50	30.00	29.60
		200	RCP	23.50	0.50	40.00	22.90
		201	RCP	103.60	0.50	7.00	35.20
		202	RCP	103.60	0.50	15.00	30.20
		203	RCP	103.60	0.50	30.00	25.20
		204	RCP	103.60	0.50	40.00	20.00