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Summary of doctoral thesis: Research on the working of soil cement columns in combination with high strength geogrid when dealing with soft ground in traffic construction

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From the experimental studies on the indoor model, the analysis of the software model under the load of the column system combined with the high strength geogrid considering the ground pressure, the column deformation, and the mesh deformation, propose new calculation formulas, which are more suitable in GRPS design.

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Nội dung Text: Summary of doctoral thesis: Research on the working of soil cement columns in combination with high strength geogrid when dealing with soft ground in traffic construction

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