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Finite element analysis of soft foundation treatment by thermal drainage consolidation of group well

机译:群体井热排放固结软基处理的有限元分析

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Thermal drainage consolidation method is a new technology of soft foundation treatment, which involves the coupling of thermo-hydro-mechanical field, and the action mechanism is complex. In this paper, taking the model test of thermal drainage consolidation as the prototype, the finite element model of thermal drainage consolidation is established by using Abaqus software, then, the numerical results are obtained and are compared with the results of model test, and the reliability of the numerical model is verified. The results show that when the applied load is constant, the higher the temperature is, the faster the consolidation speed of soil is, but with the increase of temperature, the consolidation effect of the same temperature difference will gradually weaken. In addition, the thermal drainage consolidation method can achieve the best treatment effect when the temperature of the soil reaches 60 °C.
机译:热排放固结方法是软基处理的新技术,涉及热水机械的耦合,动作机制复杂。本文采用了热排放固结的模型试验作为原型,通过使用ABAQUS软件建立了热排放固结的有限元模型,然后获得了数值结果,并与模型试验结果进行了比较,以及验证了数值模型的可靠性。结果表明,当施加的负载恒定时,温度越高,土壤的固结速度越快,但随着温度的增加,相同温度差的固结效果将逐渐减弱。此外,当土壤的温度达到60℃时,热排放固结方法可以达到最佳治疗效果。

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