Full-lifecycle TBM construction in deep steeply inclined water-conveyance shafts: A case study of the Luoning pumped-storage hydropower project

Large-diameter, long-distance, steeply inclined water-conveyance shafts impose coupled challenges in continuous layout, confined-space launching, anti-backsliding control, gravity-based mucking, and terminal recovery. This paper presents a full-lifecycle TBM construction case from the Luoning pumped-storage hydropower project, where a 7.23 m diameter TBM excavated two upward-driven shafts with inclinations of 36.24° and 38.74°. To maintain construction continuity, the conventional two-stage layout was replaced by a single-stage continuous scheme. A curved foundation and stepping launch system with four synchronous hydraulic cylinders enabled staged assembly and controlled alignment adjustment in limited underground space. During excavation and stepping, two X-shaped gripper assemblies and two independent anti-backsliding systems (ABSs) formed a redundant restraint system with sequential load transfer. Gravity-driven muck transport was coupled with six-state image recognition, probability-level multi-model fusion, and 2 s closed-loop water regulation. Terminal recovery adopted staged dismantling, with independent restraint established before ABS were released, followed by TBM transfer and reuse. Based on project-specific reference quantities, eliminating two intermediate caverns was estimated to avoid approximately 24,000 m 3 of additional cavern excavation and approximately 12 months of associated cavern construction. No overall backward sliding was observed during recorded operation. The fusion model achieved a weighted F1 score of 0.92, while cumulative flushing-water consumption decreased from 6.25 to 5.37 m 3 during a 700 s field comparison. After transfer and reconditioning, the same TBM excavated 859.68 m of the No. 2 shaft over 132 calendar days, corresponding to 6.51 m/d. The case provides project-specific field evidence for coordinating the principal stages of steep upward TBM shaft construction.

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Journal
Tunnelling and Underground Space Technology
Published
2026-09-30
DOI
https://doi.org/10.1016/j.tust.2026.108166
Primary Topic
Tunneling and Rock Mechanics
Type
article
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Full-lifecycle TBM construction in deep steeply inclined water-conveyance shafts: A case study of the Luoning pumped-storage hydropower project

Yunpei Zhang, Zi-kai Dong, Le-chen Wang, Ming Ye et al.
Tunnelling and Underground Space Technology
Tunneling and Rock Mechanics
article

Full-lifecycle TBM construction in deep steeply inclined water-conveyance shafts: A case study of the Luoning pumped-storage hydropower project

Yunpei Zhang, Zi-kai Dong, Le-chen Wang, Ming Ye, Hong-wei Yu, Xu Li
article en

Abstract

Large-diameter, long-distance, steeply inclined water-conveyance shafts impose coupled challenges in continuous layout, confined-space launching, anti-backsliding control, gravity-based mucking, and terminal recovery. This paper presents a full-lifecycle TBM construction case from the Luoning pumped-storage hydropower project, where a 7.23 m diameter TBM excavated two upward-driven shafts with inclinations of 36.24° and 38.74°. To maintain construction continuity, the conventional two-stage layout was replaced by a single-stage continuous scheme. A curved foundation and stepping launch system with four synchronous hydraulic cylinders enabled staged assembly and controlled alignment adjustment in limited underground space. During excavation and stepping, two X-shaped gripper assemblies and two independent anti-backsliding systems (ABSs) formed a redundant restraint system with sequential load transfer. Gravity-driven muck transport was coupled with six-state image recognition, probability-level multi-model fusion, and 2 s closed-loop water regulation. Terminal recovery adopted staged dismantling, with independent restraint established before ABS were released, followed by TBM transfer and reuse. Based on project-specific reference quantities, eliminating two intermediate caverns was estimated to avoid approximately 24,000 m 3 of additional cavern excavation and approximately 12 months of associated cavern construction. No overall backward sliding was observed during recorded operation. The fusion model achieved a weighted F1 score of 0.92, while cumulative flushing-water consumption decreased from 6.25 to 5.37 m 3 during a 700 s field comparison. After transfer and reconditioning, the same TBM excavated 859.68 m of the No. 2 shaft over 132 calendar days, corresponding to 6.51 m/d. The case provides project-specific field evidence for coordinating the principal stages of steep upward TBM shaft construction.

Tunnelling and Underground Space TechnologyVol. 179
Beijing Jiaotong University (CN), China Institute of Water Resources and Hydropower Research (CN)
Openalex Percentile: Top 17%
Tunneling and Rock Mechanics
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