热-力耦合作用下垃圾土体积变形特性和模型研究

李玉萍; 陈嘉瑞; 施建勇; 樊宝云

doi:10.16285/j.rsm.2023.0162

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热-力耦合作用下垃圾土体积变形特性和模型研究

基础理论与实验研究 | 更新时间：2026-06-28

- 热-力耦合作用下垃圾土体积变形特性和模型研究
- 热-力耦合作用下垃圾土体积变形特性和模型研究
- 岩土力学 2024年45卷第1期页码：49-58+67
- 作者机构：
  
  1. 河海大学岩土力学与堤坝工程教育部重点实验室
  2. 河海大学岩土工程研究所
- 作者简介：
- 基金信息：
  
  国家自然科学基金青年基金项目(No.41702290);国家自然科学基金面上项目(No.42277134)~~
- DOI：10.16285/j.rsm.2023.0162
  中图分类号： TU41
- 网络首发：2024-01-10，
  
  纸质出版：2024
- 稿件说明：
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李玉萍, 陈嘉瑞, 施建勇, 等. 热-力耦合作用下垃圾土体积变形特性和模型研究[J]. 岩土力学, 2024,45(1):49-58+67.

李玉萍, 陈嘉瑞, 施建勇, et al. 热-力耦合作用下垃圾土体积变形特性和模型研究[J]. 2024, 45(1): 49-58+67.
李玉萍, 陈嘉瑞, 施建勇, 等. 热-力耦合作用下垃圾土体积变形特性和模型研究[J]. 岩土力学, 2024,45(1):49-58+67. DOI： 10.16285/j.rsm.2023.0162.

李玉萍, 陈嘉瑞, 施建勇, et al. 热-力耦合作用下垃圾土体积变形特性和模型研究[J]. 2024, 45(1): 49-58+67. DOI： 10.16285/j.rsm.2023.0162.

摘要

城市生活垃圾填埋场因有机质降解产热导致其内部温度长期高于环境温度，引发工程运维问题。垃圾土温控三轴试验结果发现，温度变化引起的垃圾土体积应变与应力水平有关，且弹性体积应变占比较大，影响以塑性体积应变为硬化参数的弹塑性本构模型研究。在前期试验基础上，采用GDS温控应力路径三轴仪，研究了排水条件下温度对垃圾土中黏土体积变形特性和压缩特性的影响，并与相同条件下垃圾土体积变形特性进行比较，揭示了温度变化对垃圾土体积变形特性的影响机制。基于垃圾土温控三轴试验结果，推导了垃圾土热弹塑性压缩指数λ

和热弹性压缩指数κ

的确定方法；采用等效应力原则，假设温度变化引起的弹塑性体积应变等于某一等效应力增量引起的弹塑性体积应变，建立了垃圾土在热-力耦合作用下的体变计算模型，并对模型进行了验证分析。研究结果表明，孔隙比是影响垃圾土温度体积应变的主要因素；垃圾土的λ

和κ

随初始固结应力的增加而减小，比黏土高一个数量级；选取常温下相应固结应力水平的回弹指数κ和压缩指数λ比例值（κ/λ）能够较好地模拟热-力耦合作用下垃圾土的体积变形特性。

Abstract

The internal temperature of municipal solid waste (MSW) landfills is chronically higher than the ambient temperature due to heat production from organic matter degradation

which leads to engineering operation and maintenance problems. Existing experimental results show that the thermally induced volume changes of MSW were stress dependent and the elastic volumetric strain was significant

the latter may affect the determination of plastic volumetric strain which is usually used as the hardening parameter of constitutive model. On the basis of the previous tests

the effect of temperature on the volumetric deformation and compression characteristics of the clay in MSW under drained conditions were investigated by using the GDS temperature-controlled stress path triaxial apparatus

and the results were compared with the volumetric deformation characteristics of MSW under the same conditions to reveal the influencing mechanism of temperature change on the volumetric deformation characteristics of MSW. The methods of determining the thermal elastoplastic compression index and thermal elastic compression index of MSW were derived based on the results of MSW temperature-controlled triaxial tests. By adopting the principle of equivalent stress and assuming that the elastoplastic volumetric strain induced by temperature change was equal to the elastoplastic volumetric strain induced by an equivalent stress increment

a computational model for the volumetric deformation of MSW under thermo-mechanical coupling effect was established

and the model was validated and analyzed. The results showed that the void ratio was the main factor affecting the thermal volumetric strain of MSW. The and of MSW reduced with the increase of the initial consolidation stress

which were one order of magnitude larger than those of clay. The ratio of compression index and swelling index () at the corresponding consolidation stress level and normal temperature could be selected to simulate the volumetric deformation characteristics of MSW under thermo-mechanical coupling effects.

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