Electro-cementation of calcareous sand using colloidal silica (CS) nanoparticles and alumina powder

IF 2.3 Q2 ENGINEERING, CIVIL Innovative Infrastructure Solutions Pub Date : 2023-11-09 DOI:10.1007/s41062-023-01276-6
Nermeen Fouad Ashour, Ashraf Kamal Hussein, Rami Mahmoud El Sherbeeny, Omar Osman Omar, Safwan Abbas Khedr
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Abstract

Abstract The research investigates the effectiveness of a ground improvement technique that involves the electro-cementation of an onshore calcareous sand containing 95.3% calcium carbonate through a series of laboratory experiments. Colloidal silica (CS) nanoparticles and alumina powder were introduced as pozzolanic materials in the sand, and a direct current (DC) was passed through the sand-silica-alumina mix inside an electrokinetic (EK) cell. The method resulted in the electro-cementation of the calcareous sand through the formation of calcium silicate hydrates (C–S–Hs) and calcium aluminate hydrates (C–A–Hs) as products of the pozzolanic reactions between Ca(OH) 2 , SiO 2 and Al 2 O 3 after electrolysis occurred. Iron-rich cements were also formed by the degradation of anodes. These newly formed compounds changed the nature of the treated soil from a granular material into a rock. Results show that the compressive strength of the resulting rock formation is significantly improved. The treatment can be considered as an artificial lithification process through which the nature of the treated soil was changed from a granular material into a rock formation. The electro-cementation achieved by the treatment was further assessed by spectroscopic analyses including FE-SEM, EDX and XRD, which confirmed the formation of cementing agents within the structure of the treated sand. Potential applications of the technique include caissons, highway construction projects, dune fixation and erosion control, in addition to liquefaction mitigation due to electrolysis of pore water and plugging the pores with cementitious materials.
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用胶体二氧化硅纳米颗粒和氧化铝粉电胶结钙质砂
通过一系列的实验室实验,研究了一种地面改善技术的有效性,该技术涉及对含有95.3%碳酸钙的陆地钙质砂进行电胶结。将胶体二氧化硅(CS)纳米颗粒和氧化铝粉末作为火山灰材料引入到砂中,并在电动电池(EK)内通过直流电流(DC)通过砂-二氧化硅-氧化铝混合物。该方法通过电解后Ca(OH) 2、sio2和al2o3之间的火山灰反应生成硅酸钙水合物(C-S-Hs)和铝酸钙水合物(C-A-Hs),使钙质砂发生电胶结。阳极的降解也形成了富铁胶结物。这些新形成的化合物改变了处理过的土壤的性质,使其从粒状物质变成了岩石。研究结果表明,该方法显著提高了围岩的抗压强度。这种处理可以被认为是一种人工岩化过程,通过这种过程,处理过的土壤的性质从粒状物质转变为岩层。通过FE-SEM、EDX和XRD等光谱分析,进一步评估了处理后砂的电胶结效果,证实了固井剂在处理后砂的结构中形成。该技术的潜在应用包括沉箱、公路建设项目、沙丘固定和侵蚀控制,以及通过电解孔隙水和用胶凝材料堵塞孔隙来缓解液化。
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来源期刊
CiteScore
3.80
自引率
16.70%
发文量
250
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