In the process of reinforcing soft soil foundation by preloading, preloading rate will impact on excess porepressuredissipation.
堆载预压法加固软土地基过程中,堆填速率将影响到超孔隙水压力的消散。
2
Using the solution method mentioned above, porepressuredissipation of a soft ground with partially penetrated vertical drains under single ramp loading and multi-ramp loading is analyzed.
利用该求解方法,对一未打穿竖井地基在单级线性加载和多级加载情况下的孔压消散进行了分析。
3
The process of accumulation and dissipation of extra-static pore water pressure in fine-grained mud layer of tailings fill dam constructed by up-stream method is analysed.