Method for nonlinear consolidation of underconsolidated clay under arbitrary loadings is paramount in engineering practice;however,few solutions in this area have been available.
根据Gibson得到的固相坐标z下的非线性固结控制方程,运用Laplace变换求解了在任意荷载作用下的单层饱水欠固结地基一维非线性变形问题;通过Laplace逆变换,求得单层饱水欠固结地基在任意荷载作用下的一维非线性固结解。
The structure damage of the natural underconsolidated soils caused by the i.
对于原状欠固结土,体应变对土体结构性的破坏要大于剪应变。
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