An experimental study of silo drainage effect on soil dressing;
竖井排水对盐碱化土壤改良的试验研究
Analytic solution of consolidation equation for soft soil with vertical drains subject to non-uniformly distributed initial pore water pressure;
初始孔压非均布竖向排水井地基固结方程的解析解
The viscoelasic consolidation by vertical drains under time-dependent loading is studied in the paper.
就实际工程中荷载逐渐施加情况下的竖向排水井地基粘弹性固结问题进行了研究 ,给出了相应的解析解 ,根据该解 ,通过编程计算 ,探讨了变载下竖井地基粘弹性固结的一般规律。
Analysis on viscoelastic consolidation of soil foundations by vertical drain wells considering semi-permeable boundary;
半透水边界的竖向排水井地基粘弹性固结分析