A negative trend is observed between slope gradient and Fs; however, this relationship is not statistically significant at the 95% confidence level.
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Parametric assessment of rainfall-related slope stability through SRM modeling and orthogonal experimental design: insights from the Zhuquedong slope, China.
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The sentences
FS shows an increasing trend with higher cohesion values, with K̄L1 = 1.907, K̄L2 = 2.038, and K̄L3 = 2.137, yielding R = 0.229.