Effect of Layered Double Hydroxides on the Deterioration Process of Cement Paste under Sulfate Attack

This study investigated the effect of layered double hydroxides (LDHs) on the deterioration process of cement paste in the sulfate environment. Cement pastes with the addition of original and calcined LDHs at 2.5 wt.% and 5.0 wt.% of cement were exposed to Na2SO4 solution for 360 days. The macroscopic performance of the cement paste was assessed based on mass variation, porosity, compressive strength, and content of sulfate ions. Furthermore, the microhardness, microstructures, and composition of the degraded pastes were examined using Vickers hardness (HV), mercury intrusion porosimetry (MIP), scanning electron microscope (SEM), X-ray diffraction (XRD), and thermogravimetric analysis (TGA). The results indicate that cement paste incorporated with LDHs can mitigate the corrosion caused by sulfate effectively, especially in the case of calcined LDHs (C-LDHs), which primarily increase the adsorption of sulfate. Compared with the control specimen, the 180 d compressive strength loss ratio of specimens with 2.5 wt.% and 5.0 wt.% of C-LDHs decreased by 63.66% and 80.51%, respectively. Moreover, LDHs can reduce the amount of ettringite crystals, densify the microstructure, and refine the pore structure to mitigate the cement paste’s sulfate corrosion significantly. Compared with the control specimen, the 180 d harmful pore volume fraction of specimens laced with 2.5 wt.% and 5.0 wt.% C-LDHs decreased by 43.77% and 54.51%, respectively. In terms of the content of C-LDHs, an optimal content of C-LDHs could ensure the dominant effect of adsorption, while excessive C-LDHs could refine pores. In addition, Vickers hardness has an excellent correlation with compressive strength, which could precisely predict the compressive strength. Moreover, by combining the Vickers hardness distribution and content distribution of sulfate ions, the cross-section of the paste could be classified into four regions to evaluate the deterioration process accurately: the degraded zone, the strengthened zone, the invaded zone, and the intact zone.

[1]  Danying Gao,et al.  Effects of a novel hydrophobic admixture on the sulfate attack resistance of the mortar in the wet-dry cycling environment , 2022, Construction and Building Materials.

[2]  Fazhou Wang,et al.  Investigation of sulfate attack on aluminum phases in cement-metakaolin paste , 2022, Journal of Building Engineering.

[3]  P. Zhang,et al.  Performance degradation of CO2 cured cement-coal gangue pastes with low-temperature sulfate solution immersion , 2022, Case Studies in Construction Materials.

[4]  Yajun Lv,et al.  Enhancing concrete sulfate resistance by adding NaCl , 2022, Construction and Building Materials.

[5]  R. Nassar,et al.  Strength, Electrical Resistivity and Sulfate Attack Resistance of Blended Mortars Produced with Agriculture Waste Ashes , 2022, Case Studies in Construction Materials.

[6]  P. Hou,et al.  Sulfate attack resistance of tricalcium silicate modified with nano-silica and supplementary cementitious materials , 2022, Construction and Building Materials.

[7]  P. Dangla,et al.  Modeling the sulfate attack induced expansion of cementitious materials based on interface-controlled crystal growth mechanisms , 2022, Cement and Concrete Research.

[8]  P. Chindaprasirt,et al.  Hybrid high calcium fly ash alkali-activated repair material for concrete exposed to sulfate environment , 2021, Journal of Building Engineering.

[9]  Mingzhi Guo,et al.  Vickers hardness distribution and prediction model of cement pastes corroded by sulfate under the coexistence of electric field and chloride , 2021, Construction and Building Materials.

[10]  S. Aydın,et al.  Sulfate resistance of alkali-activated slag and Portland cement based reactive powder concrete , 2021 .

[11]  Linhua Jiang,et al.  Impact of cation type and fly ash on deterioration process of high belite cement pastes exposed to sulfate attack , 2021 .

[12]  Fanhou Kong,et al.  Effects of polycarboxylate superplasticizers with different side-chain lengths on the resistance of concrete to chloride penetration and sulfate attack , 2021 .

[13]  Christopher R. Shearer,et al.  Improving the sulfate attack resistance of concrete by using supplementary cementitious materials (SCMs): A review , 2021 .

[14]  Linhua Jiang,et al.  Using EDTA-2Na to inhibit sulfate attack in slag cement mortar under steam curing , 2020 .

[15]  Keun-Hyeok Yang,et al.  Evaluation of sulfate resistance of protective biological coating mortars , 2020 .

[16]  Deju Zhu,et al.  A review on the deterioration and approaches to enhance the durability of concrete in the marine environment , 2020 .

[17]  Chenzhi Li Mechanical and transport properties of recycled aggregate concrete modified with limestone powder , 2020 .

[18]  Zuhua Zhang,et al.  Improving sulfate attack resistance of concrete by using calcined Mg-Al-CO3 LDHs: Adsorption behavior and mechanism , 2020 .

[19]  P. Duan,et al.  Sulfate Ions Immobilization of Calcined Layered Double Hydroxides in Hardened Cement Paste and Concrete , 2019, Journal of Wuhan University of Technology-Mater. Sci. Ed..

[20]  Guo Li,et al.  Key inhibitory mechanism of external chloride ions on concrete sulfate attack , 2019, Construction and Building Materials.

[21]  Li Jun,et al.  Resistance to sulfate attack of magnesium phosphate cement-coated concrete , 2019, Construction and Building Materials.

[22]  Linhua Jiang,et al.  Evaluation of sulfate resistance of slag contained concrete under steam curing , 2019, Construction and Building Materials.

[23]  Z. Shui,et al.  Evaluation and optimization of Ultra-High Performance Concrete (UHPC) subjected to harsh ocean environment: Towards an application of Layered Double Hydroxides (LDHs) , 2018 .

[24]  Chunjie Yan,et al.  Role of layered double hydroxides in setting, hydration degree, microstructure and compressive strength of cement paste , 2018, Applied Clay Science.

[25]  Afonso Rangel Garcez de Azevedo,et al.  Assessment of the durability of grout submitted to accelerated carbonation test , 2018 .

[26]  Claudia Comi,et al.  Chemo-mechanical modelling of the external sulfate attack in concrete , 2017 .

[27]  Linhua Jiang,et al.  Deterioration of pastes exposed to leaching, external sulfate attack and the dual actions , 2016 .

[28]  H. Fischer,et al.  Modified hydrotalcites for improved corrosion protection of reinforcing steel in concrete – preparation, characterization, and assessment in alkaline chloride solution , 2016 .

[29]  Linhua Jiang,et al.  Influences of exposure condition and sulfate salt type on deterioration of paste with and without fly ash , 2016 .

[30]  C. Andrade,et al.  Recent durability studies on concrete structure , 2015 .

[31]  M. Blanco-Varela,et al.  Use of barium carbonate to inhibit sulfate attack in cements , 2015 .

[32]  M. Bassuoni,et al.  Thaumasite sulfate attack on concrete: Mechanisms, influential factors and mitigation , 2014 .

[33]  Linhua Jiang,et al.  Influence of cation type on deterioration process of cement paste in sulfate environment , 2014 .

[34]  M. Georgescu,et al.  Behavior of ternary blended cements containing limestone filler and fly ash in magnesium sulfate solution at low temperature , 2014 .

[35]  Wei Chen,et al.  Influence of layered double hydroxides on microstructure and carbonation resistance of sulphoaluminate cement concrete , 2013 .

[36]  W. Müllauer,et al.  Sulfate attack expansion mechanisms , 2013 .

[37]  Jian-kang Chen,et al.  A new diffusion model of sulfate ions in concrete , 2013 .

[38]  Wei Sun,et al.  Mechanism of expansion of mortars immersed in sodium sulfate solutions , 2013 .

[39]  Wei Sun,et al.  Numerical investigation on expansive volume strain in concrete subjected to sulfate attack , 2012 .

[40]  Seungtae Lee Performance of mortars exposed to different sulfate concentrations , 2012 .

[41]  Q. Pu,et al.  Predicting the calcium leaching behavior of cement pastes in aggressive environments , 2012 .

[42]  Nele De Belie,et al.  Investigation of the influence of blast-furnace slag on the resistance of concrete against organic acid or sulphate attack by means of accelerated degradation tests , 2012 .

[43]  Kefei Li,et al.  Pore structure characterization of cement pastes blended with high-volume fly-ash , 2012 .

[44]  P. K. Mehta,et al.  Concrete: Microstructure, Properties, and Materials , 2005 .

[45]  A. Neville THE CONFUSED WORLD OF SULFATE ATTACK ON CONCRETE , 2004 .

[46]  Jan Olek,et al.  Sulfate attack research — whither now? , 2001 .

[47]  S. Mindess,et al.  Microhardness testing of cementitious materials , 1996 .