Fig. 85.
Fig. 85. Refer to the image caption for details.

Undrained shear strength anisotropy of Cowden till and London Clay samples, tested in HCA equipment after K0 reconsolidation. Peak Su values mobilised at four orientations α of σ1 axis with respect to the vertical, normalised by triaxial compression peak Su. Tests by Nishimura (2006) and Liu (2018) 

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