Abstract
AbstractThe 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, SiO2 and Al2O3 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.
Funder
American University in Cairo
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Reference33 articles.
1. Pando MA, Sandoval EA, Catano J (2012) Liquefaction susceptibility and dynamic properties of calcareous sands. In: 15th world conference on earthquake engineering, Puerto Rico
2. Smith DA, Cheung KF (2003) Settling characteristics of calcareous sand. Hydraul Eng 129(6):479–483. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:6(479)
3. McDowell GR, Bolton MD (2000) Effect of particle size distribution on pile tip resistance in calcareous sand in the geotechnical centrifuge. Granular Matter 2:179–187
4. Ata A, Salem TN, Hassan R (2018) Geotechnical characterization of the calcareous sand in northern coast of Egypt. Ain Shams Eng 9:3381–3390
5. Mohamedelhassan E, Shang JQ, Ismail MA, Randolph MF (2005) Electrochemical cementation of calcareous sand for offshore foundations. Offshore Polar Eng 15(1):71–79
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献