Figure 2 Comparison of pore pressure... | Emerald Publishing

Figure 2

Comparison of pore pressure build-up and corresponding (DA) shear strain accumulation with cycles for untreated (CS = 0%) and treated sand (CS = 7·25, 14·5%) with Dr = 40% and σvo′=40 kPa, on the basis of cyclic simple shear tests (data from Diaz-Rodriguez et al. (2008)) Refer to the image caption for details.

Comparison of pore pressure build-up and corresponding (DA) shear strain accumulation with cycles for untreated (CS = 0%) and treated sand (CS = 7·25, 14·5%) with D_r = 40% and $σ_{vo}^{'} = 40 kPa$ ⁠, on the basis of cyclic simple shear tests (data from Diaz-Rodriguez et al. (2008))

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