陈宝, 尚心悦, 束庆霏, 邓荣升. 2021: 流塑态膨润土凝结强度的时间效应研究. 工程地质学报, 29(S1): 38-44. DOI: 10.13544/j.cnki.jeg.2021-0439
    引用本文: 陈宝, 尚心悦, 束庆霏, 邓荣升. 2021: 流塑态膨润土凝结强度的时间效应研究. 工程地质学报, 29(S1): 38-44. DOI: 10.13544/j.cnki.jeg.2021-0439
    CHEN Bao, SHANG Xinyue, SHU Qingfei, DENG Rongsheng. 2021: STUDY ON TIME EFFECT OF THE SETTING STRENGTH OF FLOW-PLASTIC BENTONITE. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 38-44. DOI: 10.13544/j.cnki.jeg.2021-0439
    Citation: CHEN Bao, SHANG Xinyue, SHU Qingfei, DENG Rongsheng. 2021: STUDY ON TIME EFFECT OF THE SETTING STRENGTH OF FLOW-PLASTIC BENTONITE. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 38-44. DOI: 10.13544/j.cnki.jeg.2021-0439

    流塑态膨润土凝结强度的时间效应研究

    STUDY ON TIME EFFECT OF THE SETTING STRENGTH OF FLOW-PLASTIC BENTONITE

    • 摘要: 高庙子膨润土作为我国高放废物深地质处置首选缓冲/回填材料,其屏障作用的长期稳定性需要进一步研究。为探究存在侵蚀风险的流塑态膨润土在静置过程中强度(以下简称凝结强度)的变化特征及变化机理,采用流变仪测定了不同静置龄期高庙子膨润土的剪切强度。基于膨润土颗粒间键的破裂与重建的动态平衡研究,改进了拉伸指数模型,以反映流塑态膨润土强度随时间的演变规律。研究结果表明,随静置时间延长,膨润土的微观结构逐渐趋向均匀。电解质含量极低的膨润土试样,颗粒会趋于片架搭接,强度会有明显的提升;电解质含量较高的膨润土试样颗粒始终为平行搭接,强度较低且基本保持不变。同时,本研究可与普通黏土的触变硬化研究相互借鉴,并为我国高放废物处置库的设计、施工及长期安全性评价提供参考。

       

      Abstract: As the preferred buffer/backfill material of deep geological disposal for high-level radioactive waste, the long-term stability of Gaomiaozi bentonite's barrier function needs further study. In this paper, the rheometer was used to measure the shear strength of Gaomiaozi bentonite with different standing ages(hereinafter referred to as the setting strength), to explore its characteristics and mechanism of changes. Basing on the dynamic balance study of the bond breakage and reconstruction of bentonite particles, a tensile index model was improved to reflect the evolution of bentonite strength over time. With the prolonging of standing time, the microstructure of bentonite gradually tends to be uniform. The bentonite particles with extremely low electrolyte content tend to be overlapped, and the setting strength will be significantly improved; while the bentonite particles with higher electrolyte content are always parallel lapped, and the setting strength basically unchanged. This paper provides practical experience for the design, construction and long-term safety evaluation of the geological repository for high-level radioactive waste, which can also be helpful for the study of thixotropic hardening of ordinary clay.

       

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