Barely Significant

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44 indicated that CG could meet the requirements of concrete aggregates, but the compressive strength showed a decreasing trend; Khazaleh et al. 45 used CG from Neyveli Lignite Company in Tamil Nadu, India to replace 25% natural aggregates in the preparation of concrete, which would not change the strength parameters required for M30 grade; Wang et al. 46 believed that using coarse CG aggregate and fine CG aggregate to produce Grade 30 concrete was feasible; Zhou et al. 20 used CG from Qinghemen Mine of Northeast Fuxin Mining Group to replace 25% of natural gravel to make concrete, and the compressive strength reached the design requirements of C30 strength grade concrete.
highly significantqualifiedgold
s (table S1 ), and analyzed the expression of CHML, FADS2 and SDC1 expression, which were scored by IHC and calculated based on the risk score = (−0.137×FADS2 expression) + (−0.535×CHML expression) + ( 0.332×SDC1 expression), and it was found that CHML was highly expressed in the low TS group, with highly significant differences; FADS2 was highly expressed in the low TS group, with no statistically significant differences; SDC1 was lowly expressed in the low TS group with a significant difference (Fig. 8 A-C).