Research On The Pre-Displacement Of Surrounding Rock During Tunneling

ROCK ENGINEERING AND ROCK MECHANICS: STRUCTURES IN AND ON ROCK MASSES(2014)

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摘要
By summing up the field monitoring during tunnel construction of some highways in Henan Province of China, the monitoring data combine with finite element model are employed to analyze the pre-displacement of the surrounding rock during the tunneling. The formula for calculating the pre-displacement of the surrounding rock is obtained from the elastic mechanics and integral creep model. Numerical results indicate that the pre-displacement appear at 1 similar to 1.5D away from the tunnel face in the beginning, and turn to a stable state at 2 similar to 3D away from the tunnel face; the pre-displacement of the surrounding rock accounting for 30% of the total displacement. Thereby, sufficient attention must be paid to the pre-displacement of the surrounding rock in design and construction of the tunnel.
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