Characterization of Long‐Term Municipal Solid Waste Constitutive Behavior With Coupled Biodegradation and Fibrous Reinforcing Effects

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-11-15 DOI:10.1002/nag.3894
Xiulei Li, Chunwei Yang, Yuchen Zhang, Yuping Li, Jianyong Shi, Yanan Sun
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Abstract

To appropriately simulate the long‐term mechanical behavior of municipal solid waste (MSW), a constitutive model coupling the effects of biodegradation and fibrous reinforcement was developed. In the proposed model, the compressive deformation due to biodegradation was regarded as being caused by an additional equivalent stress. Considering the effect of biodegradation, an evolution equation of the equivalent stress was proposed, and a plastic volumetric strain hardening law was developed. A fibrous reinforcement parameter was introduced, which was associated with the fiber content, stress state, and plastic shear strain of MSW. A plastic shear strain hardening law was developed to model the fibrous reinforcement. Based on the associated flow rule and two plastic strain hardening laws, the proposed model was established. The proposed model well simulated the hardening properties of MSW, as evidenced by the stress‒strain curves and the consistent, nonlinear increase in volumetric strain with axial strain. The differences in the shear strength and volumetric deformation due to the confining stress and fiber content were also well simulated by the model. Furthermore, the model predictions accurately reflected the findings of experiments conducted over a period of 10 years. Finally, parametric investigations were used to calibrate this proposed model, which can well characterize the long‐term MSW mechanical behavior.
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生物降解和纤维增强效应耦合作用下的城市固体废物长期结构行为特性分析
为了适当模拟城市固体废物(MSW)的长期力学行为,开发了一种将生物降解和纤维加固效应结合起来的构成模型。在建议的模型中,生物降解引起的压缩变形被认为是由额外的等效应力引起的。考虑到生物降解的影响,提出了等效应力的演变方程,并制定了塑性体积应变硬化定律。引入了纤维增强参数,该参数与城市固体废物的纤维含量、应力状态和塑性剪切应变有关。建立了塑性剪切应变硬化定律,以模拟纤维加固。根据相关的流动规则和两个塑性应变硬化定律,建立了拟议模型。从应力-应变曲线和体积应变随轴向应变的一致非线性增加可以看出,所提出的模型很好地模拟了 MSW 的硬化特性。该模型还很好地模拟了封闭应力和纤维含量导致的剪切强度和体积变形的差异。此外,模型预测准确地反映了 10 年来的实验结果。最后,通过参数研究对所提出的模型进行了校准,该模型可以很好地描述城市固体废物的长期力学行为。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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