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Effect of soil Young’s modulus on Sub-rectangular tunnels behavior under quasi-static loadings

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Tunnels are an important component of the transportation and utility system of cities. They are being constructed at an increasing rate to facilitate the need for space expansion in densely populated urban areas and mega-cities. This paper is devoted to highlight the differences between the behavior of the subrectangular tunnels compared with the circular ones subjected to quasistatic loadings. |

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