Effect of seepage on soil arching effect in deep shield tunnel

• DOI: 10.1016/j.undsp.2023.02.011
• Publication Date: 2023-06-16T03:43:45Z
• Authors: Xu Song; Fan-Yan Meng; Ren-Peng Chen; Han-Lin Wang; Huai-Na Wu
• Keywords: Soil arching effect; Deep shield tunnel; Steady seepage; 0211 other engineering and technologies; TA703-712; Numerical simulation; Engineering geology. Rock mechanics. Soil mechanics. Underground construction; 02 engineering and technology; Stress change

Shield tunneling and post-tunneling steady seepage are accompanied by stress and displacement variations, which could induce and influence the soil arching effect. Although there are many studies on the tunneling-induced soil arching effect, the research about the effect of seepage on soil arching effect is extremely lacking. In this study, a numerical model is firstly established and verified by field data. Then, a series of numerical models, whose simulation method of steady seepage is verified by adopting the conformal mapping technique, are established to study the soil arching evolution of deep-buried tunneling and post-construction steady seepage. The results indicate that seepage leads to an increase in effective vertical stress, which is consistent with the existing theory. The seepage weakens the soil arching effect resulting in the height of the arch zone reducing from 2.38D (D is the tunnel diameter) to 1.25D. The seepage leads to the further development of ground consolidation settlement, but the differential displacement in the soil mass decreases. The ground reaction curve in the steady seepage condition shows a bigger value than that after excavation. It is reasonable to control the ground loss ratio in the range of 0.5–1.0%, which can minimize overburden pressure with moderate ground deformation.