Advances in Civil Engineering

Research Article

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

Table 3

Failure stress under loading conditions.
σ3 (kPa)(σ1 − σ3)f (kPa)(σ1)f (kPa)
2008001000
40015291929
60022382838