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Implementation of a coupled hydro-mechanical model for root-reinforced soils in finite element code

机译:根部加筋土水力耦合模型的有限元实现

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We have developed a coupled hydro-mechanical model for the effect of plant roots on the mechanical and hydrological behaviour of soil (witala et al., 2018). This paper presents details on the implementation of the numerical model, considering the influence of plants on the strength and deformation of soil. The constitutive model is based on a Cam-clay model for unsaturated soils. The expansion of the yield surface is assumed to depend on both the soil suction and the reinforcement by plant roots. The constitutive model is implemented in a finite element code and its performance is demonstrated in a series of numerical examples.
机译:我们针对植物根系对土壤的机械和水文行为的影响开发了耦合的水力-机械模型(witala等,2018)。考虑到植物对土壤强度和变形的影响,本文介绍了数值模型的实现细节。本构模型基于非饱和土的凸轮黏土模型。假定屈服面的膨胀既取决于土壤吸力,又取决于植物根系的增强作用。本构模型以有限元代码实现,并通过一系列数值示例证明其性能。

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