Fig. 7
From: Creep behavior of clayey soil and its model prediction in the Cangzhou land subsidence area

Isochronous stress–strain curves of the soil samples N1~N4. (a) N1 (b) N2 (c) N3 (d) N4.
From: Creep behavior of clayey soil and its model prediction in the Cangzhou land subsidence area

Isochronous stress–strain curves of the soil samples N1~N4. (a) N1 (b) N2 (c) N3 (d) N4.