","magId":"64760af2-61df-4acf-ab77-8cdaed32c8b4","labelCn":"图 1","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F001.jpg","titleEn":"Fig.1 Alignment map of Nanchang Metro Line 3","titleCn":"图 1 南昌地铁3号线线路走向图","id":"F1","captionEn":"Alignment map of Nanchang Metro Line 3 ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F001.jpg"},{"captionCn":"盾构隧道数值模型 ","magId":"169a2815-f5be-4305-87cb-1801d6de1bb5","labelCn":"图 2","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F002.jpg","titleEn":"Fig.2 Numerical model of shield tunnel","titleCn":"图 2 盾构隧道数值模型","id":"F2","captionEn":"Numerical model of shield tunnel ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F002.jpg"},{"magId":"2de99480-47d8-4b3d-a355-b1ab2d24cd84","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F003.jpg.ppt","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F003.jpg","id":"F3","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F003.jpg"},{"captionCn":"不同工况作用下盾构隧道结构加载路径 ","magId":"17f4e04a-4535-437a-80b1-fee2eb291e9b","labelCn":"图 3","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F004.jpg.ppt","labelEn":"Fig.3","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F004.jpg","titleEn":"Fig.3 Loading path of shield tunnel structure under different working conditions","titleCn":"图 3 不同工况作用下盾构隧道结构加载路径","id":"F4","captionEn":"Loading path of shield tunnel structure under different working conditions ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F004.jpg"},{"captionCn":"盾构隧道结构椭圆度-荷载变化 ","magId":"ad214b54-0bd5-4c96-888e-de9167e9bb95","labelCn":"图 4","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F005.jpg.ppt","labelEn":"Fig.4","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F005.jpg","titleEn":"Fig.4 Ellipticity- load variation of shield tunnel structure","titleCn":"图 4 盾构隧道结构椭圆度-荷载变化","id":"F5","captionEn":"Ellipticity- load variation of shield tunnel structure ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F005.jpg"},{"captionCn":"超载工况下接缝张开-椭圆度变形曲线 ","magId":"7ad41850-db3f-4f7a-8936-e2bc6465e7b5","labelCn":"图 5","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F006.jpg.ppt","labelEn":"Fig.5","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F006.jpg","titleEn":"Fig.5 Joint opening-ellipticity deformation curves under overload condition","titleCn":"图 5 超载工况下接缝张开-椭圆度变形曲线","id":"F6","captionEn":"Joint opening-ellipticity deformation curves under overload condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F006.jpg"},{"captionCn":"超载工况下管片错台-椭圆度变形曲线 ","magId":"d19285c5-0b24-4e64-8ec0-cf53e58fd10e","labelCn":"图 6","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F007.jpg.ppt","labelEn":"Fig.6","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F007.jpg","titleEn":"Fig.6 Segment misalignment-ellipticity deformation curves under overload condition","titleCn":"图 6 超载工况下管片错台-椭圆度变形曲线","id":"F7","captionEn":"Segment misalignment-ellipticity deformation curves under overload condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F007.jpg"},{"captionCn":"接缝张开及管片错台示意图 ","magId":"b8f83aae-afb7-41a5-89d0-f6358ed43de6","labelCn":"图 7","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F008.jpg.ppt","labelEn":"Fig.7","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F008.jpg","titleEn":"Fig.7 Schematic diagram of joint opening and segment misalignment","titleCn":"图 7 接缝张开及管片错台示意图","id":"F8","captionEn":"Schematic diagram of joint opening and segment misalignment ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F008.jpg"},{"captionCn":"卸载工况下接缝张开-椭圆度变形曲线 ","magId":"a9361f1f-8b66-4ba1-9b1c-d5ceeffdf3ca","labelCn":"图 8","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F009.jpg.ppt","labelEn":"Fig.8","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F009.jpg","titleEn":"Fig.8 Joint opening-ellipticity deformation curves under unloading condition","titleCn":"图 8 卸载工况下接缝张开-椭圆度变形曲线","id":"F9","captionEn":"Joint opening-ellipticity deformation curves under unloading condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F009.jpg"},{"captionCn":"卸载工况下管片错台-椭圆度变形曲线 ","magId":"5196deba-e9e2-4925-ab59-c4635208f9bc","labelCn":"图 9","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F010.jpg.ppt","labelEn":"Fig.9","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F010.jpg","titleEn":"Fig.9 Segment misalignment-ellipticity deformation curves under unloading condition","titleCn":"图 9 卸载工况下管片错台-椭圆度变形曲线","id":"F10","captionEn":"Segment misalignment-ellipticity deformation curves under unloading condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F010.jpg"},{"captionCn":"管片弯矩-椭圆度变化曲线 ","magId":"d60e2fb5-83ef-4685-8a32-c6ac0e85b69d","labelCn":"图 10","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F011.jpg.ppt","labelEn":"Fig.10","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F011.jpg","titleEn":"Fig.10 Segment bending moment-ellipse variation curve","titleCn":"图 10 管片弯矩-椭圆度变化曲线","id":"F11","captionEn":"Segment bending moment-ellipse variation curve ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F011.jpg"},{"captionCn":"超载工况下混凝土管片损伤演化规律 ","magId":"2496d383-4798-49f1-ae25-cb60cb294e3f","labelCn":"图 11","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F012.jpg.ppt","labelEn":"Fig.11","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F012.jpg","titleEn":"Fig.11 Damage evolution pattern of concrete segments under overload condition","titleCn":"图 11 超载工况下混凝土管片损伤演化规律","id":"F12","captionEn":"Damage evolution pattern of concrete segments under overload condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F012.jpg"},{"captionCn":"卸载工况下混凝土管片损伤演化规律 ","magId":"1258a7c7-bedc-4167-a812-edee441d285d","labelCn":"图 12","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F013.jpg.ppt","labelEn":"Fig.12","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F013.jpg","titleEn":"Fig.12 Damage evolution pattern of concrete segments under unloading condition","titleCn":"图 12 卸载工况下混凝土管片损伤演化规律","id":"F13","captionEn":"Damage evolution pattern of concrete segments under unloading condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F013.jpg"},{"captionCn":"现场试验图 ","magId":"6dbea40a-f4cc-491d-8e99-7b76aaa2e9fb","labelCn":"图 13","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F014.jpg.ppt","labelEn":"Fig.13","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F014.jpg","titleEn":"Fig.13 Field test diagram","titleCn":"图 13 现场试验图","id":"F14","captionEn":"Field test diagram ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F014.jpg"},{"captionCn":"管片现场试验破坏图 ","magId":"ce67b113-e765-48ab-937a-26bf67d5aaa5","labelCn":"图 14","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F015.jpg.ppt","labelEn":"Fig.14","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F015.jpg","titleEn":"Fig.14 Field test failure diagram of segment","titleCn":"图 14 管片现场试验破坏图","id":"F15","captionEn":"Field test failure diagram of segment ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F015.jpg"},{"captionCn":"数值与试验椭圆度曲线对比 ","magId":"c5446b6d-18d2-4a0f-9917-e14f7659ca2b","labelCn":"图 15","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F016.jpg.ppt","labelEn":"Fig.15","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F016.jpg","titleEn":"Fig.15 Comparison of 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17","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F018.jpg.ppt","labelEn":"Fig.17","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F018.jpg","titleEn":"Fig.17 Comparison of numerical and experimental outside joint opening under unloading condition","titleCn":"图 17 卸载工况下数值与试验纵缝内侧张开对比","id":"F18","captionEn":"Comparison of numerical and experimental outside joint opening under unloading condition ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F018.jpg"},{"captionCn":"数值模型 ","magId":"85addec7-d8aa-4665-a76f-5f9632b21db1","labelCn":"图 18","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F019.jpg.ppt","labelEn":"Fig.18","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F019.jpg","titleEn":"Fig.18 Numerical model","titleCn":"图 18 数值模型","id":"F19","captionEn":"Numerical model ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F019.jpg"},{"captionCn":"试验与数值弯矩分布对比(单位:kN·m) ","magId":"67fab233-ca44-4736-8b4d-cf15e9c2b016","labelCn":"图 19","pptUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F020.jpg.ppt","labelEn":"Fig.19","figUrl":"1673-0291-2024-48-1-20/186B841D-4EA9-4e1e-AB58-8E645406B13E-F020.jpg","titleEn":"Fig.19 Comparison of experimental and numerical bending moment distribution (Unit:kN·m)","titleCn":"图 19 试验与数值弯矩分布对比(单位:kN·m)","id":"F20","captionEn":"Comparison of experimental and numerical bending moment distribution (Unit:kN·m) ","thumbnailUrl":"1673-0291-2024-48-1-20/thumbnail/186B841D-4EA9-4e1e-AB58-8E645406B13E-F020.jpg"}],"fundList_en":["National Natural Science Foundation of China(42177162)"],"authorNotes_cn":["石钰锋(1985—),男,江西九江人,教授,博士,博士生导师.email:s074811156@126.com."]}; if(window.metaData && (!window.metaData.authorNotesCommon_cn && !window.metaData.authorNotesCorresp_cn && 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超、卸载作用下考虑接头影响的盾构管片承载性能研究

胡梦豪, 石钰锋, 蒋亚龙, 黄展军, 张荣锋, 顾大均

PDF(5890 KB)
PDF(5890 KB)
星空电竞app2026最新版学报 ›› 2024, Vol. 48 ›› Issue (1) : 20-31. DOI: 10.11860/j.issn.1673-0291.20230053
隧道设计与施工技术

超、卸载作用下考虑接头影响的盾构管片承载性能研究

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Study on the load-bearing performance of shield tunnel segments considering joint influence under overload and unloading conditions

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Received Revised Published
2023-05-15 2023-09-04 2024-02-25
Issue Date  
2024-04-03  

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{{article.zuoZheCn_L}}. {{article.title_cn}}. {{journal.qiKanMingCheng_CN}}. 2024, 48(1): 20-31 https://doi.org/10.11860/j.issn.1673-0291.20230053
{{article.zuoZheEn_L}}. {{article.title_en}}. {{journal.qiKanMingCheng_EN}}. 2024, 48(1): 20-31 https://doi.org/10.11860/j.issn.1673-0291.20230053

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