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: Exploration of how soils form from rocks through weathering and the chemical makeup of various soil minerals.

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A saturated clay layer 5 m thick has an initial void ratio (e_0 = 1.2), compression index (C_c = 0.35), and initial effective vertical stress (\sigma'_v0 = 80 \text kPa). An additional stress (\Delta \sigma = 40 \text kPa) is applied. Compute the primary consolidation settlement.

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"The solution is simple," the voice whispered, as the clay began to suck at his ankles, pulling him down. "You build on sand, you sink."

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