Failure mechanism of a loess slope under extreme rainfall through a model test study of Shixiakou, Lanzhou.

Sci Rep · 2026 · PMC12936053 · PMID 41651925

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an increasing trendno p-value reported

13 and 14 , pore water pressure at points u3 and u4 displayed an increasing trend, while the horizontal earth pressure at p2 fluctuated around 0.42 kPa.

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a decreasing trendno p-value reported

Comparative analysis of rainfall infiltration rates at measuring points ω1, ω3, and ω5 reveals a decreasing trend in infiltration capacity from the upper to the lower part of the slope.

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