Mechanical behavior of shield tunnel reinforced with corrugated plates:from joint to full ringOA

作者：Yingjie Guo;Wenqi Ding;Chang Ma;Jixiang Tang;Qingzhao Zhang

作者单位：Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China||Shandong Provincial Communications Planning and Design Institute Group Co.,Ltd.,Jinan 250031,ChinaDepartment of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,ChinaDepartment of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,ChinaDepartment of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,ChinaDepartment of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China

中文关键词：Shield tunnelSegmental jointsCorrugated plate reinforcementMechanical testNumerical simulation

英文关键词：Shield tunnelSegmental jointsCorrugated plate reinforcementMechanical testNumerical simulation

刊名：《地下空间（英文）》 2026 (2)

页码/页数：132-149,18

基金：This study was supported by the National Natural Science Foundation of China(Grant Nos.52378405 and 52090083)and the Major Science and Technology Project of the Yunnan Department of Transportation(Grant No.202302AD080007).

DOI：10.1016/j.undsp.2025.03.008