Double-arch tunnel,Random reliability,Optimization of mid-wall thickness,Relative convergence and displacement," /> Random Reliability-Based Optimization of Mid-Wall Thickness in a Double-Arch Tunnel
 
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MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (6) :110-115    DOI:
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Random Reliability-Based Optimization of Mid-Wall Thickness in a Double-Arch Tunnel
(1 School of Civil Engineering, Shandong University, Jinan 250061;
2 Bureau of Water Conservancy and Hydro Power, Tonglu 311500; 3 Bureau of Highway Administration, Zhanhua 256800)
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Abstract  For large-span tunnels such as double-arch tunnels, the stability of the mid-wall is critical for stabilizing the surrounding rock, and the thickness of the mid-wall is regarded as the key to safe and economical construction. Additionally, construction safety, cost, and progress are directly affected by the construction procedures. In this paper, a random reliability-based analysis is carried out regarding the risks in double-arch tunnels, and the minimum thickness of mid-wall is optimized and compared with the requirements given in the specification.
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Abstract:  For large-span tunnels such as double-arch tunnels, the stability of the mid-wall is critical for stabilizing the surrounding rock, and the thickness of the mid-wall is regarded as the key to safe and economical construction. Additionally, construction safety, cost, and progress are directly affected by the construction procedures. In this paper, a random reliability-based analysis is carried out regarding the risks in double-arch tunnels, and the minimum thickness of mid-wall is optimized and compared with the requirements given in the specification.
KeywordsDouble-arch tunnel')" href="#">     
published: 2013-03-11
Cite this article:   
. Random Reliability-Based Optimization of Mid-Wall Thickness in a Double-Arch Tunnel [J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(6): 110-115
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