Analytic Solutions of Stress and Displacement for a Non-circular Pressure Tunnel under Full-slip Contact Condition

YIN Chong-lin , LÜ Ai-zhong, TAO Jun-ye

Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (5) : 85-92.

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Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (5) : 85-92. DOI: 10.11988/ckyyb.20171106
ROCK-SOIL ENGINEERING

Analytic Solutions of Stress and Displacement for a Non-circular Pressure Tunnel under Full-slip Contact Condition

  • YIN Chong-lin , LÜ Ai-zhong, TAO Jun-ye
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Abstract

In consideration of the mechanical process of support delay, the analytic solutions of stress and displacement for a non-circular tunnel subjected to in-situ stress and internal water pressure are derived by using the complex variables function under the assumption that the interface between lining and surrounding rock is fully slip. The basic equations for solving the analytic functions of surrounding rock and lining are obtained according to the stress boundary condition along the inner boundary of the lining and the condition of stress and normal displacement continuity along the rock-lining interface. The basic equations can be solved by the power series method, and the stresses and displacements in the surrounding rock and lining can be calculated. The analytic solutions are verified by finite element method. An inverted U-shaped tunnel is taken as an example to analyze the distributions of tangential stresses along the excavation boundary, the inner and outer boundary of the lining as well as the normal stresses along the rock-lining interface in the presence of different displacement release coefficient, lateral pressure coefficient and internal water pressure.

Key words

non-circular tunnel / full-slip contact / conformal transformation / power series method / internal water pressure / analytical solution of stress / analytical solution of displacement

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YIN Chong-lin , LÜ Ai-zhong, TAO Jun-ye. Analytic Solutions of Stress and Displacement for a Non-circular Pressure Tunnel under Full-slip Contact Condition[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(5): 85-92 https://doi.org/10.11988/ckyyb.20171106

References

[1]MUSKHELISHVILI N I. Some Basic Problems of the Mathematical Theory of Elasticity[M]. Leyden:Noordhoff International Publishing, 1977.
[2]吕爱钟,张路青.地下隧洞力学分析的复变函数方法[M].北京:科学出版社,2007.
[3]赵 凯,刘长武,张国良.用弹性力学的复变函数法求解矩形硐室周边应力[J].采矿与安全工程学报,2007,24(3):361-365.
[4]朱大勇,钱七虎,周早生,等.复杂形状洞室围岩应力弹性解析分析[J].岩石力学与工程学报,1999,18(4):402-404.
[5]EXADAKTYLOS G E,STAVROPOULOU M C. A Closed-form Elastic Solution for Stresses and Displacements Around Tunnels[J]. International Journal of Rock Mechanics and Mining Sciences,2002,39(7):905-916.
[6]EXADAKTYLOS G E,LIOLIOS P A,STAVROPOULOU M C. A Semi-analytical Elastic Stress-displacement Solution for Notched Circular Openings in Rocks[J]. International Journal of Solids and Structures,2003,40(5):1165-1187.
[7]WANG M B, LI S C.A Complex Variable Solution for Stress and Displacement Field Around a Lined Circular Tunnel at Great Depth[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2009,33(7):939-951.
[8]LU A Z, ZHANG L Q, ZHANG N. Analytic Stress Solutions for a Circular Pressure Tunnel at Pressure and Great Depth Including Support Delay [J]. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(3):514-19.
[9]LU A Z, ZHANG N, KUANG L.Analytic Solutions of Stress and Displacement for a Non-circular Tunnel at Great Depth Including Support Delay[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 70:69-81.
[10]吕爱钟,覃 媛,陈虹宇.马蹄形隧洞考虑支护滞后过程的应力分析[J].岩土力学,2014,35(增1):42-48.
[11]LU A Z, ZHANG N, QIN Y.Analytical Solutions for the Stress of a Lined Non-circular Tunnel under Full-slip Contact Conditions[J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 79:183-192.
[12]ZHU W S,LIN S S. Some Practical Cases of Back Analysis of Underground Opening Deformability Concerning Time and Space Effects[C]∥International Society for Rock Mechanics and Rock Engineering, Sixth International Conference on Rock Mechanics, Montreal, Canada, August 30-September 3, 1987. Rotterdam: A.A. Balkema, 1987:1325-1356.
[13]李云鹏,刘怀恒.典型洞型工作面端部围岩变形特征的有限元分析[J].西安矿业学院学报,1988,8(2):1-8.
[14]陈子荫.围岩力学分析中的解析方法[M].北京:煤炭工业出版社,1994.
[15]ENGLAND A H, SIH G C. Complex Variable Methods in Elasticity[M]. USA:Wiley-Interscience, 1971.
[16]吕爱钟.非圆形硐室封闭整体式支护映射函数确定的新方法[J].岩土工程学报,1995,17(4):38-44.
[17]于学馥.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1983.
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