Research Article

Mechanical Interpretation of Effects of Aeolian FineSands on Coal Fly Ash in Northern Shaanxi Province, China

Figure 7

Typical triaxial test data. (a) Normalized deviator stress by initial confining effective stress-axial strain curves. (b) Normalized pore pressure generation for undrained tests. Note. q) = σ1 − σ3; p'0 = p' at the start of shearing.
(a)
(b)