Enhancing the mechanical and environmental performance of solidified soil using construction waste and glass micro-powder.

As indicated in Table 15 , construction waste (CW) exhibits a highly significant influence on all performance indicators, particularly on tensile strength and triaxial compression strength, where F-values reached 4820.2 and 3.49e+31, respectively, nearly a perfect influence, virtually negating the effects of other variables.

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The results show a clear trend: as the content of solidifying materials increases, shear strength improves.

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