Numerical Rating Scale (NRS). by Na Wang (193263)

“…</p><p>Results</p><p>We found that numerical rating scale(NRS) score and incidence of breast fistula in group A were significantly lower than other, the continuous decrease of postoperative drainage in group A was higher than other, there were significant differences among groups (p<0.001). …”

Mammary fistula (n(%)). by Na Wang (193263)

“…</p><p>Results</p><p>We found that numerical rating scale(NRS) score and incidence of breast fistula in group A were significantly lower than other, the continuous decrease of postoperative drainage in group A was higher than other, there were significant differences among groups (p<0.001). …”

Forest maps affecting lactation outcomes. by Na Wang (193263)

“…</p><p>Results</p><p>We found that numerical rating scale(NRS) score and incidence of breast fistula in group A were significantly lower than other, the continuous decrease of postoperative drainage in group A was higher than other, there were significant differences among groups (p<0.001). …”

Postoperative drainage(ml) (M(IQR)). by Na Wang (193263)

“…</p><p>Results</p><p>We found that numerical rating scale(NRS) score and incidence of breast fistula in group A were significantly lower than other, the continuous decrease of postoperative drainage in group A was higher than other, there were significant differences among groups (p<0.001). …”

Stress-strain curves of FRP confined specimens. by Qingwen Li (1510687)

The maximum values of strong contact force and strong contact number for FRP confined CGC. by Qingwen Li (1510687)

The number of strong contact and strong contact force of CFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

The number of strong contact and strong contact force of GFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

Fig 10 - by Farshid Maleki (20521649)

The number of strong contact and strong contact force of BFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

Fig 4 - by Farshid Maleki (20521649)

Fig 9 - by Farshid Maleki (20521649)

Fig 6 - by Farshid Maleki (20521649)

Fig 7 - by Farshid Maleki (20521649)

Fig 8 - by Farshid Maleki (20521649)

Parallel bonding model. by Qingwen Li (1510687)

“…<div><p>To address the environmental hazards caused by coal gangue waste, coal gangue concrete (CGC) has been proposed as a solution. However, due to its porosity and low strength, CGC faces numerous challenges in practical applications. …”

Mechanical model of geogrid element. by Qingwen Li (1510687)

“…<div><p>To address the environmental hazards caused by coal gangue waste, coal gangue concrete (CGC) has been proposed as a solution. However, due to its porosity and low strength, CGC faces numerous challenges in practical applications. …”

Test results of GFRP confined concrete specimens. by Qingwen Li (1510687)

“…<div><p>To address the environmental hazards caused by coal gangue waste, coal gangue concrete (CGC) has been proposed as a solution. However, due to its porosity and low strength, CGC faces numerous challenges in practical applications. …”

Raw coal gangue and coal gangue aggregates. by Qingwen Li (1510687)

“…<div><p>To address the environmental hazards caused by coal gangue waste, coal gangue concrete (CGC) has been proposed as a solution. However, due to its porosity and low strength, CGC faces numerous challenges in practical applications. …”

Linear contact model. by Qingwen Li (1510687)

“…<div><p>To address the environmental hazards caused by coal gangue waste, coal gangue concrete (CGC) has been proposed as a solution. However, due to its porosity and low strength, CGC faces numerous challenges in practical applications. …”