Optimization of shield tunnel joints: Focusing on structural performance with considerations for low-carbon emissions and economic efficiency

• Single row sleeve joint (SRSJ) achieves 97% of cast iron joint (CIJ)’s load-bearing capacity with improved sustainability. • Double row sleeve joint (DRSJ) bolts experience the highest stress and variability, indicating significant stress concentration. • SRSJ and DRSJ all demonstrated lower embodied carbon and costs compared to CIJ, with reductions of up to 7.21% in emissions and 6.42% in costs. Optimizing shield tunnel joints is essential to meet the evolving demands of modern construction, where balancing structural performance, environmental impact, and cost efficiency is increasingly important. Traditional cast iron joint (CIJ) has been widely used, but there remains significant room for improvement in terms of both their mechanical efficiency and sustainability. This study addresses these challenges by investigating two alternative designs: the single row sleeve joint (SRSJ) and the double row sleeve joint (DRSJ). The research focuses on evaluating their mechanical performance and potential to reduce carbon emissions and costs, offering a more comprehensive and future-forward solution compared to the traditional CIJ. Through experimental testing, key performance factors such as joint deflection, rotational angle, concrete strain, and bolt strain were analyzed alongside joint toughness, ductility, cracking patterns, embodied carbon, and material cost. Key findings revealed that SRSJ achieved 97% of CIJ’s ultimate bearing capacity, while DRSJ reached only 75%. In the elastic phase, SRSJ performed significantly better, supporting twice the load of CIJ. Bolt strain analysis showed that DRSJ experienced greater stress concentration, while SRSJ maintained balanced strain distribution. SRSJ also outperformed CIJ and DRSJ in toughness and ductility, particularly in rotational flexibility, exceeding CIJ by 76%. SRSJ and DRSJ all demonstrated lower embodied carbon and costs compared to CIJ, with reductions of up to 7.21% in emissions and 6.42% in costs. Overall, SRSJ emerged as a viable alternative, balancing mechanical performance, sustainability, and cost efficiency. In contrast, DRSJ’s stress concentration issues limited its effectiveness, making it less advantageous compared to CIJ.

Authors

Publication Details

Journal
Underground Space
Published
2025-12-03
DOI
https://doi.org/10.1016/j.undsp.2025.02.012
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Optimization of shield tunnel joints: Focusing on structural performance with considerations for low-carbon emissions and economic efficiency

Xiaoying Zhuang, Minjin Cai, Shuwei Zhou
Underground Space
Tunneling and Rock Mechanics
article

Optimization of shield tunnel joints: Focusing on structural performance with considerations for low-carbon emissions and economic efficiency

Xiaoying Zhuang, Minjin Cai, Shuwei Zhou
article en

Abstract

• Single row sleeve joint (SRSJ) achieves 97% of cast iron joint (CIJ)’s load-bearing capacity with improved sustainability. • Double row sleeve joint (DRSJ) bolts experience the highest stress and variability, indicating significant stress concentration. • SRSJ and DRSJ all demonstrated lower embodied carbon and costs compared to CIJ, with reductions of up to 7.21% in emissions and 6.42% in costs. Optimizing shield tunnel joints is essential to meet the evolving demands of modern construction, where balancing structural performance, environmental impact, and cost efficiency is increasingly important. Traditional cast iron joint (CIJ) has been widely used, but there remains significant room for improvement in terms of both their mechanical efficiency and sustainability. This study addresses these challenges by investigating two alternative designs: the single row sleeve joint (SRSJ) and the double row sleeve joint (DRSJ). The research focuses on evaluating their mechanical performance and potential to reduce carbon emissions and costs, offering a more comprehensive and future-forward solution compared to the traditional CIJ. Through experimental testing, key performance factors such as joint deflection, rotational angle, concrete strain, and bolt strain were analyzed alongside joint toughness, ductility, cracking patterns, embodied carbon, and material cost. Key findings revealed that SRSJ achieved 97% of CIJ’s ultimate bearing capacity, while DRSJ reached only 75%. In the elastic phase, SRSJ performed significantly better, supporting twice the load of CIJ. Bolt strain analysis showed that DRSJ experienced greater stress concentration, while SRSJ maintained balanced strain distribution. SRSJ also outperformed CIJ and DRSJ in toughness and ductility, particularly in rotational flexibility, exceeding CIJ by 76%. SRSJ and DRSJ all demonstrated lower embodied carbon and costs compared to CIJ, with reductions of up to 7.21% in emissions and 6.42% in costs. Overall, SRSJ emerged as a viable alternative, balancing mechanical performance, sustainability, and cost efficiency. In contrast, DRSJ’s stress concentration issues limited its effectiveness, making it less advantageous compared to CIJ.

Underground SpaceVol. 26
Openalex Percentile: Top 61%
Tunneling and Rock Mechanics
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Optimization of shield tunnel joints: Focusing on structural performance with considerations for low-carbon emissions and economic efficiency — Xiaoying Zhuang, Minjin Cai, et al. · Underground Space (2025) | TGRS Research Map | TGRS