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Enhancing the performance of boundary footing of a renovated building using micropiles: Numerical and Site Visual Assessment

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The paper aims to present a numerical case study on the use of micropile elements for enhancing the performance of the boundary footing of a renovated building in terms of bearing capacity and stability. Moreover, the effect of cohesionless soil types on the bearing capacity of boundary foundations was presented.

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Nội dung Text: Enhancing the performance of boundary footing of a renovated building using micropiles: Numerical and Site Visual Assessment

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