Research on Mechanical Behavior of Pipe-Roof Reinforcement Applied in Tunnel Based on MATLAB

Zhi Jie Sun; Jun Min Shen; Zhong Ming Su; Xiao Hui Xue

doi:10.4028/www.scientific.net/AMM.353-356.1394

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Research on Mechanical Behavior of Pipe-Roof...

Research on Mechanical Behavior of Pipe-Roof Reinforcement Applied in Tunnel Based on MATLAB

Abstract:

Based on the Pasternak elastic foundation beam theory, mechanical models solving process of pipe-roof based on the MATLAB is elaborate, and the mechanical behavior of pipe-roof reinforcement is analyzed. Results show that the pipe-roof can play an leveraged part in surrounding rock, which can make the deformation and the load around tunnel face effectively passing to no excavation section near the excavation. In pipe-roof support conditions, the longitudinal influence scope of tunnel due to excavation is about 1.3~1.5 times the excavation height.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1394-1397

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1394

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Online since:

August 2013

Authors:

Zhi Jie Sun*, Jun Min Shen, Zhong Ming Su, Xiao Hui Xue

Keywords:

MATLAB, Mechanical Behavior, Pipe-Roof, Tunnel

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* - Corresponding Author

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