Orthogonal test and regression analysis of the strain on silty soil in Shanghai under metro loading

摘要

Cyclic triaxial test by means of the geotechnical digital system is conducted for the soil near the Guoquan Road Station of Metro Line 10 in Shanghai to analyze the strain characteristics and the variation law of saturated silty soil under subway loading. Orthogonal design method is used to arrange the experiment, considering the following factors: frequency ratio f(R), cyclic stress ratio sigma(R), vibration time ratio N-R, and the interaction function among them. Results show that the cyclic stress ratio sigma(R), the frequency ratio f(R), the vibration time ratio N-R, and the interaction between the cyclic stress ratio sigma(R) and the vibration time ratio N-R have a significant effect on the axial strain of the subway tunnel. The effect of the interaction between the cyclic stress ratio sigma(R) and the vibration time ratio N-R is also significant. From the analysis of variance and regression theory, the nonlinear regression equation of the cumulative plastic strain of silty soil under subway loading is established. Residual analysis proves that the equation is ideal and credible. The results have important value for the design of subway tunnels.