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Experimental and numerical analysis of saturation process of Gaomiaozi bentonite from China

机译:中国高庙子膨润土饱和过程的实验与数值分析

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In the deep disposal of nuclear waste, the highly compacted bentonite was used as buffer material. The evaluation of its permeability is very important. The unsaturated permeability of bentonite in con- fined condition was measured in the key laboratory of Tongji University in China. The relative humidity was measured in the permeability test of Gaomiaozi(GMZ) Bentonite. To find the microstructure change in the hydration process, several Mercury Intrusion Porosimetry(MIP) tests and Scanning Electron Microscope(SEM) tests have been conducted. The soil-water characteristic curves of the Gaomiaozi Bentonite were also measured by the osmotic technique and vapor technique. The hydro-mechanical behavior of GMZ bentonite was simulated with the software Code_bright. The numerical results agreed well with the measured results. Conclusions can be done that the microstructure greatly influences the unsaturated permeability of Gaomiaozi Bentonite and the saturation process of GMZ bentonite can be well simulated by the software Code_Bright.
机译:在核废料的深度处理中,高度压缩的膨润土被用作缓冲材料。对其渗透性的评估非常重要。密闭条件下膨润土的不饱和渗透率是在中国同济大学重点实验室进行测量的。在高庙子(膨润土)膨润土的渗透性试验中测量相对湿度。为了发现水合过程中的微观结构变化,已进行了几次水银压入孔隙率法(MIP)测试和扫描电子显微镜(SEM)测试。高渗透子膨润土的土壤-水特征曲线也通过渗透技术和蒸汽技术进行了测量。使用Code_bright软件模拟了GMZ膨润土的流体力学行为。数值结果与实测结果吻合良好。可以得出这样的结论:微观结构极大地影响了高庙子膨润土的不饱和渗透率,并且可以使用Code_Bright软件很好地模拟GMZ膨润土的饱和过程。

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