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Strength properties of nano-MgO and cement stabilized coastal silty clay subjected to sulfuric acid attack
The characteristics of nanometer magnesium oxide (nano-MgO) admixed cement in the treatment of clay were studied in direct shear tests. The chemical resistance of the admixed clay cement was investigated by soaking specimens in sulfuric acid solution. Various contents of nano-MgO (from 5‰ to 20‰) were mixed with ordinary Portland cement (OPC) and its effect on the shear strength of cemented silty clay was studied. The test results showed that the optimal nano-MgO content to achieve highest shear strength was 5‰. It was observed also that the cohesion was most mobilized at the optimal nano-MgO content. Visual observation of the soak-tested samples revealed that damage to the surface of the specimens became more severe at higher sulfuric acid concentrations. In general, the shear strength of the mixture decreased with an increase in sulfuric acid concentration. Moreover, with an increase in sulfuric acid concentration (0.03 to 0.06 mol/L), both the cohesion and the friction angle decreased. However, the shear strength of the mixture increased with an increase in the soaking period, even in the sulfuric acid environment. Within the first 14 days of the soaking period, the shear strength of the mixture showed a clear change. However, for longer soaking periods (i.e., ∼21 days), the strength did not change a great deal more.
Strength properties of nano-MgO and cement stabilized coastal silty clay subjected to sulfuric acid attack
The characteristics of nanometer magnesium oxide (nano-MgO) admixed cement in the treatment of clay were studied in direct shear tests. The chemical resistance of the admixed clay cement was investigated by soaking specimens in sulfuric acid solution. Various contents of nano-MgO (from 5‰ to 20‰) were mixed with ordinary Portland cement (OPC) and its effect on the shear strength of cemented silty clay was studied. The test results showed that the optimal nano-MgO content to achieve highest shear strength was 5‰. It was observed also that the cohesion was most mobilized at the optimal nano-MgO content. Visual observation of the soak-tested samples revealed that damage to the surface of the specimens became more severe at higher sulfuric acid concentrations. In general, the shear strength of the mixture decreased with an increase in sulfuric acid concentration. Moreover, with an increase in sulfuric acid concentration (0.03 to 0.06 mol/L), both the cohesion and the friction angle decreased. However, the shear strength of the mixture increased with an increase in the soaking period, even in the sulfuric acid environment. Within the first 14 days of the soaking period, the shear strength of the mixture showed a clear change. However, for longer soaking periods (i.e., ∼21 days), the strength did not change a great deal more.
Strength properties of nano-MgO and cement stabilized coastal silty clay subjected to sulfuric acid attack
Wang, Wei (Autor:in) / Li, Yuan (Autor:in) / Yao, Kai (Autor:in) / Li, Na (Autor:in) / Zhou, Aizhao (Autor:in) / Zhang, Chen (Autor:in)
Marine Georesources & Geotechnology ; 38 ; 1177-1186
25.11.2020
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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| Taylor & Francis Verlag | 2020
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Analysis of strength development in cement-stabilized silty clay from microstructural considerations
| British Library Online Contents | 2010