In this study, the governing equations of Biot plane consolidation are derived and numerically discretized based on large strain consolidation theory and considering the effect of nonlinear Hansbo flow. Numerical simulations of one-dimensional consolidation of a soft soil foundation are carried out using a finite element program to verify the reliability of the calculation procedure. The one- and two-dimensional consolidations of a soft soil foundation are numerically calculated through parameter variation and compared with Darcy flow to investigate the influence of nonlinear flow parameters iL and m on the consolidation process. The results show that the dissipation of excess pore water pressure is delayed under Hansbo flow compared with Darcy flow, which results in a slow soil consolidation rate. The difference between Darcy and non-Darcy flows becomes more pronounced with increasing consolidation time, and the delay caused by non-Darcy flow becomes more significant. Parameter m has a large hysteresis effect on the dissipation of excess pore water pressure, which becomes increasingly apparent for large m values. In comparison, the parameter iL has a small influence on soil consolidation and the delay becomes more notable for larger iL values.
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机译:本文基于大应变固结理论,考虑非线性Hansbo流动的影响,推导了Biot平面固结的控制方程,并对其进行了数值离散化。采用有限元程序对软土地基一维固结进行了数值模拟,验证了计算过程的可靠性。通过参数变化对软土地基的一维和二维固结进行数值计算,并与达西流进行比较,研究了非线性流动参数iL和m对固结过程的影响。结果表明:与达西流相比,汉斯波流下过孔隙水压力的消散延迟,导致土体固结速率较慢;随着固结时间的增加,达西流与非达西流的差异更加明显,非达西流引起的延迟变得更加显著。参数 m 对过孔隙水压力的耗散具有较大的滞后效应,对于较大的 m 值,滞后效应越来越明显。相比之下,参数 iL 对土壤固结的影响较小,并且 iL 值越大,延迟就越明显。
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