Figure F40. A. Comparison between the undrained peak shear strength and the ratio between the peak shear strength (τpeakfu) and the vertical hydrostatic effective stress (σvh′). B. Lithostatic stress and vertical hydrostatic effective stress calculated from LWD (IDRO) bulk density profile (see “Physical properties” in the “Methods” chapter). Seismic reflectors (SF = seafloor) are shown.
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