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Wedge Stability in the Roof of a Non-Circular Tunnel
A closed-form solution is presented for the calculation of the stability of a wedge in the roof of a tunnel. The stability of the wedge is investigated using a two-stage relaxation procedure. A polynomial function is used to fit the horizontal induced stress along the axis of the noncircular tunnel based on the numerical results. The effect of the ratio K of the horizontal-to-vertical in situ stress on the internal horizontal force is investigated. The influences of the normal and shear stiffness and the far field stress on the stability of the wedge are investigated. The results indicate that the stiffness and far field stress have significant effect on the stability of the wedge.
Wedge Stability in the Roof of a Non-Circular Tunnel
A closed-form solution is presented for the calculation of the stability of a wedge in the roof of a tunnel. The stability of the wedge is investigated using a two-stage relaxation procedure. A polynomial function is used to fit the horizontal induced stress along the axis of the noncircular tunnel based on the numerical results. The effect of the ratio K of the horizontal-to-vertical in situ stress on the internal horizontal force is investigated. The influences of the normal and shear stiffness and the far field stress on the stability of the wedge are investigated. The results indicate that the stiffness and far field stress have significant effect on the stability of the wedge.
Wedge Stability in the Roof of a Non-Circular Tunnel
Li, Hang-Zhou (author) / Liao, Hong-Jian (author) / Leng, Xianlun (author)
Sixth Congress on Forensic Engineering ; 2012 ; San Francisco, California, United States
Forensic Engineering 2012 ; 296-305
2012-11-13
Conference paper
Electronic Resource
English
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