Mineralogical Evolution and Expansion of Cement Pastes in a Sulfate-Confined Environment

被引:5
|
作者
Pouya, Julie [1 ,2 ]
Neji, Mejdi [1 ]
De Windt, Laurent [2 ]
Perales, Frederic [3 ]
Socie, Adrien [2 ]
Corvisier, Jerome [2 ]
机构
[1] Inst Radioprotect & Surete Nucl IRSN, PSE ENV, SEDRE, LETIS, F-92260 Fontenay Aux Roses, France
[2] PSL Univ, Ctr Geosci & Geoengn, Mines Paris, F-77300 Fontainebleau, France
[3] Inst Radioprotect & Surete Nucl IRSN, PSN RES SEMIA LSMA, F-13115 Durance, France
关键词
cement paste; high pH; micromechanics; non-renewed solution; reactive transport model; sulfate attack; MECHANICAL-PROPERTIES; PORTLAND CEMENTS; ATTACK; DEGRADATION; MICROSTRUCTURE; RESISTANCE; DURABILITY; TRANSPORT; BEHAVIOR; MODEL;
D O I
10.3390/min13010001
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The geologic disposal of radioactive waste could lead to confined conditions in which cementitious materials impose a moderate alkaline pH, in which the rocks supply sulfate ions at rather low concentrations. In this context, the purpose of this work was to study the degradation of cement pastes under such conditions using a non-renewed 30 mmol/L Na2SO4 solution without pH regulation. Samples were investigated through laboratory testing and numerical modeling. XRD, SEM-EDS, and micro-indentation acquisitions were performed to follow the evolution of chemical, mineralogical, and mechanical properties during the weak external sulfate attack. Reactive transport modeling was performed with the HYTEC code. Based on these results, the Young's moduli of the degraded zones were estimated using analytical homogenization. Decalcification occurred despite the high pH value of the solution and significantly affected the mechanical properties. Macroscopic swelling and cracking were caused by the formation of expansive sulfate minerals after 60 days, despite the low sulfate content of the tank solution. The modeling supported the discussion on the evolution of the mineral fronts (ettringite, portlandite, and gypsum).
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页数:19
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