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| INTELLIGENT ANALYSIS OF RHEOLOGICAL PARAMETER OF SURROUNDING ROCKS AND STABILITY EVALUATION OF
LARGE-SPAN TUNNEL |
| XIAO Congmiao1，2，ZHANG Dingli1，TAN Keke2 |
| (1. School of Civil Engineering，Beijing Jiaotong University，Beijing 100044，China；2. The Second Artillery Engineering Design and Research Institute，Beijing 100011，China) |
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Abstract The mechanical model and parameters of rock is the basis of calculating the stability of soft rock tunnel. A visco-elastic-plastic softening model for the long-term stability analysis was established through the experiments，theoretical analysis and empirical analogy on the long-term strength of mudstone. The artificial intelligence method was used to investigate the experimental and monitored data from a project and the values of the rheological parameters of rock were obtained. The rheological model and the experimental flow curve fit well. The prediction of the long-term stability of a large-span tunnel was made. The forces in the bolt and lining were found to vary similarly to the creep characteristics of rock. The stress was increased in the initial phase，and the stress in lining was essentially unchanged after 3–5 years and the supporting structure was safe.
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MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
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2015, Vol. 34 
