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The results of the model test are shown in Figure 8 and Table 5. Figure 8 Test of Pseudo-First Order Kinetic Model.

The results of numerical simulation and the 3D geomechanical model test are basically consistent.

Field tests results and a centrifuge model test are used to validate the numerical model.

The obtained maximum displacements from the physical model test are close to those later monitored in the field, although the physical model test is actually conducted well before the construction of the tunnels.

The procedure of the model test is as follows: a.

Besides, a 1 10 scaled model test was also carried out.

In this study, a model test is conducted to measure soil deformation.

The c value of the ARIMA model during the process of model test is 0.34, 0.29 and 0.16, respectively.

A 3-D geo-mechanical model test is conducted based on an analogous material.

Then a model test is carried out to check the reforming effects.

The two-ratio model test is also used for these comparisons.