关键词: 盾构, 掘进面稳定, 土力学, 上限分析, 支护压力

Abstract: This research develops a two-dimensional logarithmic spiral dynamic failure model to solve the problem of heading face instability of shield tunneling. By discretizing the dynamic failure model, the dissipation power of the system in the failure zone can be calculated accurately, and the upper bound solution of support pressure can be derived by using the upper bound method. Based on the current solution, the failure mode of instability and the corresponding limit support pressure at collapse were obtained by optimization. Through parameter analysis, the influence of soil strength on the failure mode and limit support pressure was analyzed. The results showed that with the increase of soil strength, the failure zone becomes smaller and the failure height and support pressure decrease correspondingly. The analytical solutions, including the failure mode and limit support pressure, obtained by the two-dimensional logarithmic spiral model were compared with those obtained by the numerical simulation and the existing analytical solutions. The comparative analysis showed that the analytical solutions by the proposed model are in good agreement with those from numerical simulation and other existing theoretical models. Finally, the model test was selected as an example to verify the model and the results showed that the solutions from the proposed model are close to the previous test results. The analytical solutions from the two-dimensional logarithmic dynamic failure model can provide a theoretical basis for engineering design in predicting the failure mode and limit support pressure.

Key words: shield tunnel, heading face stability, soil mechanics, upper bound analysis, support pressure