Unified Failure Strength Criterion for Terrace Slope Reinforcement Materials

Figure 5

Difference of deviatoric stress between LCSG and noncemented sand and gravel. (a) 300 kPa. (b) 600 kPa. (c) 1000 kPa. (d) 1500 kPa.

(a)

(b)

(c)

(d)