This invention discloses a refined
model test method,
system, and equipment for the soil displacement effect of open-pit
pipe piles, relating to the field of open-pit
pipe pile driving technology. The method includes: establishing multi-
physical quantity similarity criteria and determining similarity constants; based on the similarity constants, preparing grouting mixture and constructing a micro-reinforcing cage; using the micro-reinforcing cage and grouting mixture to construct an open-pit
pipe pile model; establishing a model box, preparing soil samples with target density and homogeneity using a layered filling method within the box, and setting up a
pile driving test platform; constructing a
comparative test scheme, and simultaneously monitoring and recording pile driving data using the pile
driving test platform;
processing and comparing the pile driving data to obtain
data criteria, providing a basis for optimizing open-pit pipe pile driving parameters and construction control. This invention solves the problems of incomplete model similarity relationships,
single test monitoring dimensions, difficulty in quantifying and comparing results, and the inability to provide an operational basis for optimizing
engineering construction parameters.