Clay Minerals under Cyclic Loading

Stress-strain and stress path for an isotropically consolidated clay material leading to faUttre, e = 0.65, a sc = 392 kN/m, cyclic stress ratio = 0.87. (After Sangrey, D.A. et al., Canadian Geotech. /., 6,241-252,1969. With permission of the Canadian Geotechnical Journal.) 

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