BAI Ting-quan, LIMIT EQUILIBRIUM STATE OF ISOTROPIC ROCKS AROUND THE TUNNEL OUTLINE, J. Univ. Sci. Technol. Beijing , 3(1996), No. 1, pp. 58-63.
Cite this article as:
BAI Ting-quan, LIMIT EQUILIBRIUM STATE OF ISOTROPIC ROCKS AROUND THE TUNNEL OUTLINE, J. Univ. Sci. Technol. Beijing , 3(1996), No. 1, pp. 58-63.
BAI Ting-quan, LIMIT EQUILIBRIUM STATE OF ISOTROPIC ROCKS AROUND THE TUNNEL OUTLINE, J. Univ. Sci. Technol. Beijing, 3(1996), No. 1, pp. 58-63.
Citation:
BAI Ting-quan, LIMIT EQUILIBRIUM STATE OF ISOTROPIC ROCKS AROUND THE TUNNEL OUTLINE, J. Univ. Sci. Technol. Beijing , 3(1996), No. 1, pp. 58-63.
中文摘要
叙述了极限平衡理论的假设条件,在此基础上给出了隧道围岩变形公式及非线性区半径表达式。
LIMIT EQUILIBRIUM STATE OF ISOTROPIC ROCKS AROUND THE TUNNEL OUTLINE
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Abstract
The assumed presupposition of limit equilibrium theory is recounted. Based on this, the expressive formula of radius of the non-elastic zone and rock displacement of tunnel outline was given.
References
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