The present invention discloses a multi-
modal pushover test
system for deep underground structures based on
hybrid tests, which belongs to the technical field of underground structure tests. The test
system includes a numerical
substructure composed of a numerical model of a deep underground structure and a part of the surrounding soil removed, and a test
substructure composed of a large-scale stratum-deep underground structure pushover
model test designed according to the removed part and a
free field model composed of a one-dimensional
soil column numerical model, which are respectively connected to the numerical
substructure. The present invention also provides a multi-
modal pushover test method for deep underground structures based on
hybrid tests. The present invention integrates numerical
simulation and model tests through
hybrid test technology, which can provide more accurate mechanical boundary conditions for pushover tests, thereby being able to well reproduce the initial ground stress state of the deep underground structure while introducing the influence of high-order
modes, and also overcome the problem of the traditional pushover test technology that the loading plate and the soil are detached during the loading process.