2015
DOI: 10.1016/j.ijggc.2015.06.007
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Experimental assessment of well integrity for CO2 geological storage: Batch experimental results on geochemical interactions between a CO2–brine mixture and a sandstone–cement–steel sample

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Cited by 26 publications
(17 citation statements)
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“…In addition, the steel casing was remained in nearly excellent condition and showed few signs of corrosion. Based on these results the predicted 30-year carbonation depth evaluated by logarithmic approximation was estimated at 4.5 mm for the wet-CO 2 condition and 0.76 mm for the CO 2 -saturated brine condition in the result of our other study [8]. Figure 4 shows the SEM-EDS maps of Ca, Na, Mg, Cl, and S at the cement/sandstone interface of the well composite samples after reaction under the wet-CO 2 condition (a) and the CO 2 -saturated brine condition (b) and the non-reacted sample (c).…”
Section: B Sem-eds Analysis At the Cement/sandstone Interfacementioning
confidence: 62%
See 1 more Smart Citation
“…In addition, the steel casing was remained in nearly excellent condition and showed few signs of corrosion. Based on these results the predicted 30-year carbonation depth evaluated by logarithmic approximation was estimated at 4.5 mm for the wet-CO 2 condition and 0.76 mm for the CO 2 -saturated brine condition in the result of our other study [8]. Figure 4 shows the SEM-EDS maps of Ca, Na, Mg, Cl, and S at the cement/sandstone interface of the well composite samples after reaction under the wet-CO 2 condition (a) and the CO 2 -saturated brine condition (b) and the non-reacted sample (c).…”
Section: B Sem-eds Analysis At the Cement/sandstone Interfacementioning
confidence: 62%
“…We have studied a chemical interaction between well cement and supercritical CO 2 by laboratory experiments [7,8]. In this paper, we focused on the chemical reaction at the cement/sandstone interface with supercritical CO 2 based on SEM-EDS, µ-XRD, and µ-Raman spectroscopy.…”
Section: Introductionmentioning
confidence: 99%
“…Zhang et al [23,24] investigated the reaction of two different pozzolan-amended (Class F fly ash, with~70% silica, alumina and Fe 2 O 3 ,~5% sulfate, and less than 20% CaO) wellbore cements (API RP 10B; 35 vol % pozzolan and 65 vol % pozzolan) being exposed to CO 2 and H 2 S gas mixtures and brine (one percent NaCl) at 323 K and 15.1 MPa for 2.5, 9, 28 and 90 days. The samples of the pozzolan-amended wellbore cement with 35 vol % pozzolan showed higher resistance against H 2 S. Mito et al [25] and Wolterbeek et al [26] investigated the influence of CO 2 -induced reactions on the mechanical behavior of fractured wellbore cement (class-G Portland cement). They found that the reaction with CO 2 did not produce further geomechanical weakening.…”
Section: Interaction Of Co 2 and Conventional Hydrated Cementsmentioning
confidence: 99%
“…Samples of cement are aged under high CO 2 pressure and at different temperatures. Some studies focus on cement/rock interfaces, with the rock being sandstones (e.g., [9][10][11] Cao, Walsh, Mito), basalts (e.g., [12] Jung), shales (e.g., [4,13]), siltstones (e.g., [14] Newell), or claystones (e.g., [15] Manceau).…”
Section: Introductionmentioning
confidence: 99%