Advances in Civil Engineering

Research Article

A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests

Table 4

Model parameters of the triaxial loading test (unit: MPa).
σ3abEi
0.20.00841.1296119.05
0.40.00740.6102135.14
0.60.00610.4091163.93