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Constrained Vertex Optimization and Simulation of the Unconfined Compressive Strength of Geotextile Reinforced Soil for Flexible Foundation Construction | ||
| International Journal of Mining and Geo-Engineering | ||
| مقاله 5، دوره 56، شماره 2، شهریور 2022، صفحه 125-138 اصل مقاله (1.02 M) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22059/ijmge.2021.321666.594906 | ||
| نویسندگان | ||
| Daniel E Aju1؛ Kennedy Chibuzor Onyelowe* 2 | ||
| 1Department of Civil Engineering, Michael Okpara University of Agriculture, Nigeria | ||
| 2Department of Civil Engineering, College of Engineering and Engineering Technology, Michael Okpara University of Agriculture, Umudike, Umuahia, Nigeria | ||
| چکیده | ||
| Extreme vertex design (EVD) provides an efficient approach to mixture experiment design whereby the factor level possesses multiple dependencies expressed through component constraints formulation. Consequently, the derived experimental points are within the center edges and vertices of the feasible constrained region. EVD was deployed for the modeling of the mechanical properties of the problematic clayey soil-geogrid blends. Geogrids are geosynthetic materials that possess an open mesh-like structure and are mostly used for soil stabilization. The geotextile materials present a geosynthetic and permeable layer to support the soil and foundation by improvement of its stiffness characteristics and at a cheaper cost to procure compared to other construction materials and possess unique lightweight properties with greater strength improvement on the soil layer when used. Minitab 18 and Design Expert statistical software was utilized for the mixture design experiment computation; to fully explore the constrained region of the simplex, I-optimal designs with a special cubic design model were utilized to formulate the mixture component ratios at ten experimental runs. I-optimality and D-optimality of 0.39093 and 1747.474, respectively, were obtained with a G-efficiency of 64.8%. The generated laboratory responses were taken together with the mixture ingredients’ ratio and taken as the system database for the model development. Statistical influence and diagnostics tests carried out on the generated EVD model indicate a good correlation with the experimental results. Graphical and numerical optimizations were incorporated using a desirability function that ranged from 0 to 1, which helped to arrive at the optimal combination of the mixture components. 0.2% of geogrid, 9.8% of water, and 90 % of soil yielded the optimal solution with a response of 41.270kN/m2 and a desirability score of 1.0. The model simulation was further carried out to test the model’s applicability with the results compared with the actual results using student’s t-test and analysis of variance. The statistical results showed a p-value>0.05 which indicates a good correlation. | ||
| کلیدواژهها | ||
| Geogrid؛ Unconfined compressive strength؛ Constrained simplex method؛ Design Expert؛ Soil reinforcement | ||
| مراجع | ||
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