The role of cohesion and overconsolidation in submarine slope failure
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文摘

We shear clay–quartz sediment in the laboratory under submarine landslide conditions.

Clay-rich sediment is significantly strengthened if overconsolidation ratios are > 4.

The source of strengthening from overconsolidation is cohesion.

Slope failure depends on unroofing history and sediment composition.

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