基于 CSS 表面的膨润土体积行为 THM 边界构造模型

Yang Wang, Wei-min Ye, Qiong Wang, Yong-gui Chen
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引用次数: 0

摘要

开发热-水-机械(THM)耦合条件下的膨润土组成模型对于高放射性废物(HLW)深层地质处置库的建设和安全评估具有重要意义。本研究以临界饱和状态(CSS)面为概念,定义了一个新的温度-吸力-均值净应力(T-s-p)空间,以表示耦合 THM 条件下膨润土的实际应力状态。然后,基于 CSS 面,提出了一个 THM 构成模型,用于描述压实膨润土的体积行为。在 THM 模型框架下,提出了两个约束面,分别用于描述骨架机械响应和蒙脱石水化引起的弹塑性体积变化。模拟并讨论了一些典型 THM 路径下的模型响应,以揭示所提出的膨润土构成模型的性能。最后,通过模拟对不同膨润土进行的几次体积变化试验,对所提出的模型进行了验证。结果证实,所提出的模型在描述 THM 体积行为方面更具优势。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A CSS surface based THM bounding constitutive model for volumetric behavior of bentonite
Development of the constitutive model for bentonite under coupled thermo-hydro-mechanical (THM) condition is of great significance for the construction and safety assessment of deep geological disposal repositories for high-level radioactive waste (HLW). In this work, a new temperature-suction-mean net stress (T-s-p) space with the conception of critical saturated state (CSS) surface was defined to represent the actual stress state of bentonite under coupled THM condition. Then, based on the CSS surface, a THM constitutive model was proposed for describing the volumetric behavior of compacted bentonite. Under the THM model framework, two bounding surfaces were proposed to describe the elastoplastic volume changes induced by mechanical response of skeleton and hydration of montmorillonite, respectively. The model responses upon some typical THM paths were simulated and discussed to reveal the performance of the proposed constitutive model for bentonite. Finally, the proposed model was validated by simulating by several volume change tests carried out on different bentonites. The results confirmed that the proposed model shows more advantages in describing the THM volumetric behavior.
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