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Figure F40. A. Undrained peak shear strength vs. the ratio between peak shear strength (τ^peak_fu) and vertical hydrostatic effective stress (σ_vh′). B. Lithostatic stress (σ_v) and vertical hydrostatic effective stress (σ_vh′; assumes hydrostatic conditions) estimated from logging-while-drilling data. Yellow = mass transport deposits (see “Lithostratigraphy”); lithostratigraphic units and seismic reflectors (SF = seafloor) are also shown.

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