压实膨润土集合体纳米压痕测试的数值模拟仿真

    THE NUMERICAL SIMULATION OF NANOINDENTATION TESTING ON COMPACTED BENTONITE AGGREGATES

    • 摘要: 高压实膨润土是一种非胶结黏土聚集材料,集合体的微观力学特性对其在高放废物处置库中的缓冲性能至关重要。纳米压痕技术为探究压实膨润土集合体微观力学特性提供了一种新技术手段。本文利用COMSOL有限元仿真软件模拟了Berkovich压头压入膨润土集合体表面的过程,并依据1.7 g·cm-3压实膨润土集合体的纳米压痕测试数据反演计算了其微观模量、泊松比和屈服强度;同时,通过数值模拟分析了压头压入过程中摩擦对测试结果的影响。结果表明,压实膨润土集合体具有明显的弹塑性特征。数值模拟得到钠化、钙化压实膨润土集合体的微观弹性模量分别为2.0 GPa和2.3 GPa,模拟结果与解析结果基本吻合。压实膨润土集合体的泊松比约为0.35,钠化、钙化膨润土集合体的微观屈服强度分别为167 MPa和218 MPa。压头压入过程中的切向摩擦对微观模量的测试结果影响不大。数值模拟获得了压实膨润土集合体的微观力学性能,可用于预测处置库中缓冲材料力学性能的发展和演化规律,以期为处置库工程屏障系统的安全性设计提供依据。

       

      Abstract: Highly compacted bentonite is a type of clay aggregate material, and the micromechanical properties of its aggregates are critical to the buffering performance of soils in high-level waste repositories. The nanoindentation technique provides a new means to investigate the micromechanical properties of compacted bentonite aggregates. In this paper, the process of a Berkovich indenter pressing into the surface of a bentonite aggregate was simulated using the COMSOL finite element simulation software. Based on nanoindentation test data for 1.7 g·cm-3 compacted bentonite aggregate, the microscopic modulus, Poisson's ratio, and yield strength were inversely calculated. The numerical model also simulated the effect of friction on nanoindentation test results. The results showed that the compacted bentonite aggregate exhibited distinct elastoplastic material behavior. The microscopic elastic moduli of Na-bentonite and Ca-bentonite aggregates obtained from numerical simulations were 2.0 GPa and 2.3 GPa, respectively, and the simulation results were approximately the same as the analytical solutions. The Poisson's ratio of the compacted bentonite aggregate was about 0.35, and the microscopic yield strengths of the Na-bentonite and Ca-bentonite aggregates were 167 MPa and 218 MPa, respectively. Tangential friction during nanoindentation testing had little effect on the measured micro-modulus. Numerical simulations provide the micromechanical properties of compacted bentonite aggregates and assist in the design and performance evaluation of the engineering barrier system for China's deep geological disposal of high-level radioactive waste.

       

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