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The resource utilization of shield muck has been widely investigated for synchronous grouting and flowable stabilized materials; however, its application to confined and irregular fat slots in prefabricated metro stations remains insufficiently studied. In this study, a shield muck-based cementitious backfill material (SM-SCBM) incorporating shield muck and recycled crushed stone was developed for this application. An L 25 orthogonal design was used to evaluate the effects of water-to-cement ratio ( W / C ), cement-to-stone ratio ( C / St ), and stone-to-muck ratio ( St / M ) on fresh-state properties and compressive strength. The optimized mixture achieved a slump of 142 mm, a bleeding rate of 2.71%, a stone retention rate of 98.05%, and a 28-day compressive strength of 28.67 MPa. SEM and FTIR analyses indicated that improved particle packing and hydration-product formation contributed to a relatively dense particle binder structure. An in situ comparative test at Huaxia Station of Shenzhen Metro Line 6 showed that, compared with conventional C20 concrete, the SM-SCBM section exhibited smaller post-construction fluctuations in shear-key axial force, suggesting a more gradual early-stage stress redistribution. Life-cycle assessment further indicated an 36.39% reduction in carbon emissions and a cost saving of approximately 190 yuan/m 3 relative to C20 concrete. These results demonstrate the feasibility of SM-SCBM as a low-carbon backfill material for confined prefabricated metro-station fat slots.
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Wang et al. (2026) studied this question.
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