该淤泥在波浪作用下的固结不排水剪切动强度约为静固结不排水强度的50%。
The undrained cyclic shear strength of the silt is about 50% of the static undrained shear strength.
在考虑塑性区内不排水强度是扰动度的对数函数的基础上，得到了考虑扰动的球形孔扩张的弹塑性解答。
On the basis of the undrained shear strength being the logarithm function of the disturbance degree, the elastoplastic solution of the cylindrical expansion is obtained.
在同一排水条件下，随着时间的增长，结构强度相应增长，前期增速快，后期基本趋于稳定。
In the same drainage conditions, the structure strength grows correspondingly with the time, faster in the early, later stabilized.
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