Endene Emmanuel, Lee Li Yong, Nicholas Fogne Appiah, S. Gawu
{"title":"响应面法:一种优化石灰和聚对苯二甲酸乙二醇酯(PET)纤维含量以稳定残留土壤的工具","authors":"Endene Emmanuel, Lee Li Yong, Nicholas Fogne Appiah, S. Gawu","doi":"10.1080/17486025.2021.1955155","DOIUrl":null,"url":null,"abstract":"ABSTRACT The possibility of stabilising a residual soil using lime and polyethylene terephthalate (PET) fibre by employing the central composite design technique in response surface methodology and using the desirability function to identify optimum additive combinations for the improvement in the strength properties of the treated soil was explored in this study. The effects of the independent variables (lime content, PET content, and curing duration) on the responses [unconfined compressive strength (UCS) and flexural strength (FS)] were investigated by analysis of variance (ANOVA). The results indicate that the developed mathematical models are statistically significant (p ≤ 0.05) through the analysis of variance, thus they are applicable for the optimisation process. Predicted values from the developed models were found to be in good agreement with their experimental counterparts. The optimum conditions were found to be 9% lime content, 1.9% PET fibre content, and 30 days curing duration, with a designated maximum desirability function (D = 0.996). Microstructural investigations revealed that the formation of calcium-aluminate-hydrate and calcium-silicate-hydrate were the key components liable for the improvement in the strength properties of the treated soil. The reported findings engaged the concurrent application of lime and PET fibre to improve the strength properties of residual soils.","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2021-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/17486025.2021.1955155","citationCount":"2","resultStr":"{\"title\":\"Response surface methodology: a tool to optimise the contents of lime and polyethylene terephthalate (PET) fiber for stabilising a residual soil\",\"authors\":\"Endene Emmanuel, Lee Li Yong, Nicholas Fogne Appiah, S. 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The optimum conditions were found to be 9% lime content, 1.9% PET fibre content, and 30 days curing duration, with a designated maximum desirability function (D = 0.996). Microstructural investigations revealed that the formation of calcium-aluminate-hydrate and calcium-silicate-hydrate were the key components liable for the improvement in the strength properties of the treated soil. 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Response surface methodology: a tool to optimise the contents of lime and polyethylene terephthalate (PET) fiber for stabilising a residual soil
ABSTRACT The possibility of stabilising a residual soil using lime and polyethylene terephthalate (PET) fibre by employing the central composite design technique in response surface methodology and using the desirability function to identify optimum additive combinations for the improvement in the strength properties of the treated soil was explored in this study. The effects of the independent variables (lime content, PET content, and curing duration) on the responses [unconfined compressive strength (UCS) and flexural strength (FS)] were investigated by analysis of variance (ANOVA). The results indicate that the developed mathematical models are statistically significant (p ≤ 0.05) through the analysis of variance, thus they are applicable for the optimisation process. Predicted values from the developed models were found to be in good agreement with their experimental counterparts. The optimum conditions were found to be 9% lime content, 1.9% PET fibre content, and 30 days curing duration, with a designated maximum desirability function (D = 0.996). Microstructural investigations revealed that the formation of calcium-aluminate-hydrate and calcium-silicate-hydrate were the key components liable for the improvement in the strength properties of the treated soil. The reported findings engaged the concurrent application of lime and PET fibre to improve the strength properties of residual soils.
期刊介绍:
Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.