Disintegration behavior and improvement mechanism of guar gum modified red clay in dry and wet cycle.

Fig 10 also reveals an important trend: under the influence of alternating dry and wet conditions, as the amount of GG incorporation increases, the extent of disintegration decreases significantly, and the disintegration rate becomes negative.

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The study found that with the increase of GG content and aging time, the mechanical properties of soil both show an increasing trend, and the load-bearing capacity of soil treated with GG maintains ductility while maintaining its load-bearing capacity.

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