用于描述不饱和膨润土热机械体积变化的 CSS 表面新概念

Yang Wang, Wei-min Ye, Qiong Wang, Yonggui Chen
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摘要

研究非饱和膨润土的热机械体积变化行为对成功设计和建造地质储藏库具有重要意义。在这项工作中,对非饱和 GMZ 膨润土试样进行了两种热机械体积变化试验。温度-吸力控制压缩试验的结果表明,非饱和膨润土的原始压缩线最终向饱和膨润土的压缩线靠拢。根据临界饱和状态(CSS)曲线的概念,提出了考虑温度因素的双线性法向固结线。热加载试验结果表明,过固结比(OCR)对非饱和膨润土和饱和膨润土热体积变化行为的影响相似,而在非饱和状态和临界饱和状态下,吸力对非饱和膨润土热体积变化行为的影响不同。根据试验结果,提出了压实膨润土应力空间(s-p-T 空间)中临界饱和状态(CSS)表面的新概念。在新的框架下,非饱和膨润土的热机械体积变化行为可以得到很好的描述。这项工作所取得的成果可为开发非饱和膨润土的热力学组成模型提供新的构想。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A new concept of CSS surface for describing the thermo-mechanical volume change of unsaturated bentonite
Investigation on the thermo-mechanical volume change behavior of unsaturated bentonite is of great significance for successful design and construction of geological repositories. In this work, two types of thermo-mechanical volume change tests were carried out on unsaturated GMZ bentonite specimens. Results of temperature-suction controlled compression tests indicated that the virgin compression lines of unsaturated bentonite eventually converged toward that of saturated bentonite. With the concept of critical saturated state (CSS) curve, bilinear normal consolidation lines with consideration of temperature were proposed. Results of thermal loading tests indicated that the effects of over-consolidation ratio (OCR) on the thermal volume change behavior of unsaturated and saturated bentonite were similar, while, the suction effect on the thermal volume change behavior of unsaturated bentonite was different in unsaturated and critical saturated state. Based on the test results, a new concept of critical saturated state (CSS) surface was proposed in the stress space (s-p-T space) for compacted bentonite. In the new framework, the thermo-mechanical volume change behavior of unsaturated bentonite could be well described. The results obtained in this work could provide a new conception for developing the thermo-mechanical constitutive model for unsaturated bentonite.
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