Applications of Symmetric and Nonsymmetric MSSOR Preconditioners to Large-Scale Biot's Consolidation Problems with Nonassociated Plasticity

Table 3

Material properties for the pile-group foundation.

Material	𝐸^′ (MPa)	𝜈^′	𝑘 (m/s)	𝑐^′ (kPa)	𝜙^′(^∘)	𝜑(^∘)
Soil layer 1	20	0.3	10^−5	5	35	5
Soil layer 2	8	0.3	10^−9	50	30	8
Soil layer 3	50	0.3	10^−6	10	35	7
Pile and pile cap concrete	3×10^7	0.18	10^−14	—	—	—