水压力究竟如何传递到支护结构?
加固区内地基中的孔隙水压力的最大消散值可分为两个组成部分:一为真空度的直接传递导致的孔压下降值;二为抽真空引起水位线下降进而引起的孔压消散值。
The value of pore water pressure dissipation can be divided into two parts. One part is produced by vacuum degree and the other part by groundwater table lowering.
研究结果表明,打桩后桩体所受荷载向下传递,地基中的初始最大孔隙水压力出现在桩端以下土层。
It can be seen that the initial maximum pore water pressure takes place in the lower soil due to the load transformation from pile cap to soil.
应用推荐