Fig. 29.
Mean effective drift responses of dense sands under undrained triaxial cycling at seven CSRs: (a) Dunkirk sand; (b) NE34 sand, all preconditioned to simulate driven piles, as shown in Fig. 26; after Aghakouchak et al. (2015)
Mean effective drift responses of dense sands under undrained triaxial cycling at seven CSRs: (a) Dunkirk sand; (b) NE34 sand, all preconditioned to simulate driven piles, as shown in Fig. 26; after Aghakouchak et al. (2015)
