Comparing the undisturbedsample with the reconstructed one, the compressibility, consolidation, shear strength are distinctively different.
原状样与重塑样在压缩特性、固结特性、强度特性等方面存在明显的差异。
2
Besides, the deformation mechanism of the soil is explained from the microscopic aspect based on the contrast of the undisturbedsample and the failure sample by cyclic triaxial test.
另外，将原状土和循环三轴试验破坏后两种状态的土样作了对比，从微观的角度解释了土体的变形机理。
3
In the end, we calculated the stability factor with dynamic characteristic parameters of undisturbedsample taken from the ground. Those parameters were measured by the resonant column test and cy...