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Mechanical Characteristics of Structures and Ground Deformation Caused by Shield Tunneling Under-Passing Highways in Complex Geological Conditions Based on the MJS Method

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This study defined the height ratio of soft-rock strata and established a numerical model for analyzing shield construction in upper-soft. lower-hard composite strata together with field monitoring data. In this way. the influence of shield tunneling while passing under the pile foundation of the culvert at a short distance (the shortest distance is 1. https://www.diegojavierfares.com/super-grab-Fruity-Germander-super-save/
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