If damage criterion of normal concrete is adopted, it can not reflect transversal isotropy character of RCC, because elastic modulus and poisson ratio have influence on damage.

• 碾压混凝土具有横向各向同性性质，若采用常态混凝土损伤准则，与碾压混凝土的材料特性不符，弹性模量与泊松比对损伤准则均有影响。