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首页> 外文期刊>Applied Geochemistry: Journal of the International Association of Geochemistry and Cosmochemistry >Coupled THCM model of a heating and hydration concrete-bentonite column test
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Coupled THCM model of a heating and hydration concrete-bentonite column test

机译:加热和水化混凝土柱柱试验的耦合THCM模型

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Radioactive waste disposal in deep geological repositories in clay formations envisage a compacted bentonite engineered barrier and a concrete liner. The alkaline conditions caused by the degradation of concrete could affect the performance of the engineered barrier. The geochemical interactions occurring at the concrete-bentonite interface (B-CI) for the non-isothermal unsaturated conditions prevailing at repository post-closure have been studied by CIEMAT with a heating and hydration concrete-bentonite column test. The column consists of a 3 cm thick concrete sample emplaced on top of a 7.15 cm block of compacted bentonite. The column was hydrated through the concrete at a constant pressure with a synthetic clay porewater while the bottom of the column was heated at 100 degrees C. Here we report a coupled thermo-hydro-chemical-mechanical (THCM) model of the column test, which lasted 1610 days. The model was solved with a THCM code, INVERSE-FADES-CORE. Experimental observations show calcite and brucite precipitation in the concrete near the hydration boundary, portlandite dissolution and calcite and ettringite precipitation in the concrete, calcite and sepiolite precipitation in the bentonite near the B-CI, calcite dissolution in the bentonite far from the B-CI and gypsum precipitation in the bentonite near the heater. Model results attest that advection is relevant during the first months of the test. Later, solute diffusion becomes the dominant transport mechanism. Calcite and brucite precipitate in the concrete near the hydration boundary because the concentrations of dissolved bicarbonate and magnesium in the hydration water are larger than the initial concentrations in the concrete porewater. Calcite and brucite precipitate in both sides of the B-CI. Sepiolite precipitates in the bentonite near the B-CI. The model predicts portlandite and C1.8SH dissolution in the concrete. Ettringite and C0.8SH precipitate near the hydration boundary while ettringite dissolve
机译:粘土地层深度地质储存库中的放射性废物处理设想压实的膨润土工程屏障和混凝土衬里。由混凝土降解引起的碱性条件可能影响工程屏障的性能。通过CIEMAT研究了用于在储存后的非等温不饱和条件的混凝土 - 膨润土界面(B-CI)在储存后的非等温不饱和条件下进行的地球化学相互作用,采用加热和水化混凝土膨润土柱试验研究。该柱由3厘米厚的混凝土样品组成,在压实膨润土的7.15厘米块的顶部上施加。通过混凝土在恒定压力下用混凝土用混凝土水合,同时在塔的底部以100℃加热塔的底部。在这里,我们报告了柱测试的耦合热水化学 - 机械(THCM)模型,持续了1610天。该模型用THCM代码,反向逐渐核心解决。实验观察结果显示了在水合边界,膨润土附近膨润土中的混凝土溶解和方解石和耐铌沉淀的混凝土中的光纤和石渣沉淀,在B-CI附近的膨润土中,膨润土中的方解石溶解远离B-CI在加热器附近膨润土中的石膏沉淀。模型结果证明,平流在测试的头部是相关的。后来,溶质扩散成为主要的传输机制。方解石和布苏钛矿在水合边界附近的混凝土中沉淀,因为溶解的碳酸氢盐和水合水中的镁的浓度大于混凝土嵌醚中的初始浓度。在B-CI的两侧方解石和布鲁氏菌素沉淀。海泡石在B-CI附近的膨润土中沉淀。该模型预测了混凝土中的波特兰特和C1.8SH溶解。 Ettringite和C0.8SH沉淀在水合边界附近,而Ettringite溶解

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