Calculation of surrounding rock pressure of permeable ribbed double-arch tunnel and sensitivity analysis
ZHANG Xu1,2*，WANG Honggang1，WANG Wenqian1
（1. School of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China;
2. Engineering Research Center of Urban Underground Engineering at Universities of Inner Mongolia Autonomous Region, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China）
Abstract: Drawing from the engineering context of a shallow-buried, biased-load, permeable ribbed double-arch tunnel, the strength reduction method was employed to determine the failure pattern of the surrounding rock at the tunnel's ultimate excavation state. Based on the plastic failure zone, a fractured sliding surface was hypothesized, and a structural load calculation model for the surrounding rock pressure in the permeable ribbed double-arch tunnel was derived. This model was compared and validated against the results obtained from the stratum structure model. An analysis of the sensitivity of the surrounding rock pressure was conducted. The findings indicated that the tunnel was subjected to asymmetric biased loads, with the vertical load on the side with large buried depth chamber being significantly greater than that on the side with small buried depth chamber. Additionally, the horizontal load on the right sidewall of the side with large buried depth chamber was significantly greater than the horizontal load on the surface of the lining segment above the central partition wall. The horizontal lateral pressure coefficient was influenced by the slope’s biased angle and the internal friction angle of the surrounding rock’s sliding surface, with the latter having a more substantial effect. The surrounding rock pressure was closely related to the horizontal lateral pressure coefficient and was influenced by the rock density, the slope’s biased angle, and the internal friction angle of the sliding surface. The sensitivity of surrounding rock pressure was significantly impacted by the slope’s biased angle and the internal friction angle.
张旭, 王红港, 王文千. 通透肋式连拱隧道围岩压力计算及敏感性分析[J]. 隧道与地下工程灾害防治, .
ZHANG Xu, WANG Honggang, WANG Wenqian. Calculation of surrounding rock pressure of permeable ribbed double-arch tunnel and sensitivity analysis. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-10.
