Using the solution method mentioned above, pore pressure dissipation 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。
2
At the bottom of the gentle gradient ramp, in front of the cafe, close to vertical circulations and to the youth library entrance, the loan counter becomes the ensemble's organizational pivot.