The geotechnical centrifuge test offers a robust method for replicating real-world stress fields within small-scale models, which can provide an effective method for investigating the slurry fracturing phenomenon of the shield tunnel face. However, there are several factors involved in shield slurry fracturing include the interaction between soil, slurry, tunnel and other factors, especially the existence of various fluids makes the parameters scaling and equipment design more complicated in the model test. In this study, on the basis of elucidating the basic physical process of slurry fracturing of shield tunnel face, a model test similarity analysis method based on dimensionless numbers was proposed for simulating shield slurry fracturing. The similarity system of “tunnel-soil-slurry” based on Butterfield dimensional analysis method was established to guarantees the similarity between the model system and the prototype system in terms of size, material, dimensionless number, time, etc., so that the real physical process of shield slurry fracturing can be accurately restored. Then a novel set of centrifugal model test equipment for slurry fracturing were developed based on the continuous pressure control (CPC) method to verify the proposed similarity system. The centrifugal model test of slurry fracturing on excavation face was carried out for the first time and results demonstrate the feasibility and accuracy of the proposed similarity system, with observation of fracture morphology and pressure behavior. Preliminary insights into the evolution of fracture initiation and propagation, soil response, as well as slurry flow rates during the fracturing process are discussed, providing a foundation for further research into the mechanics of slurry fracturing in shield tunneling.
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