关键词: 深部隧道, 复合地层, TBM, 模型试验, 支护作用

Abstract: In order to investigate the stress, deformation, and stratigraphic effects of surrounding rock between the supported and unsupported TBM tunnels in deep mixed strata, an experimental investigation was conducted by a self-developed biaxial plane strain similarity model test system. The stress-strain measurement devices and the self-developed refinement digital photogrammetric measurement system named PhotoInfor were applied in this study. The results show that the stress distribution and failure mode are distinctly different between the upper-soft and lower-hard strata, showing an obvious non-uniformity stratigraphic effect. The stress in hard rock is larger than that in soft rock. As the confining pressure increases, the internal stress of surrounding rock firstly increases and then decreases along the radial direction for both supported and unsupported tunnels; under the unsupported condition, the evolution of the deformation and failure process and the broken rock zone of the surrounding rock have been fully investigated. The upper-soft rock is dominated by collapse, while the lower-hard rock is dominated by fracture. The development stages of radial displacement for surrounding rock is also summarized; the supporting structures effectively improve the stress redistribution and the integrity of surrounding rock, slow down the unloading speed and enhance the self-bearing capacity of surrounding rock.

Key words: deep tunnel, mixed strata, TBM, model test, support behavior