Furthermore, the influence of the different heat source conditions on the temperature increment, stress, displacement and pore water pressure is discussed.
通过数值计算讨论不同的热源输入对地基温度增量场、应力场、位移场以及孔隙水压力的影响。
The excess pore pressure measured in the same site is also compared with them. The maximum influence radius of the increment of soil pressure under the pile tip is discuss...
也将同一场地测得的侧压力增量与超孔隙水压力进行比较，并对桩端下土压力增量的最大影响半径进行了讨论。
Experimental results show the typical characteristics of soil liquefaction: excess static pore-water pressure increases, effective stress decreases, and volumetric strain increment increases.
试验结果验证了砂土液化典型特征：超静孔隙水压升高，有效应力降低，体积压缩积累增大。
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