盾构隧道衬砌非线性力学响应分析综述

doi:10.3973/j.issn.2096-4498.2021.S2.003

隧道建设（中英文） ›› 2021, Vol. 41 ›› Issue (S2): 22-35.DOI: 10.3973/j.issn.2096-4498.2021.S2.003

盾构隧道衬砌非线性力学响应分析综述

王金昌^{1, 2}，谢家冲^{1, 3}，黄伟明^{4， *}

(1. 浙江大学建筑工程学院，浙江杭州 310058； 2. 浙江大学平衡建筑研究中心，浙江杭州 310058；3. 同济大学地下建筑与工程系，上海 200092； 4. 温州大学建筑工程学院，浙江温州 325035）

出版日期:2021-12-31 发布日期:2022-03-14
作者简介:王金昌(1974—)，男，黑龙江呼兰人，2003年毕业于浙江大学，土木工程专业，博士，副教授，主要从事交通基础设施和地下工程等方面的研究。E-mail： wjc501@zju.edu.cn。*通信作者：黄伟明， E-mail： 20200206@wzu.edu.cn。
基金资助:
浙江省公路管理局科技计划项目(2018H18)；国家自然科学基金青年基金项目(52108341)

Review on Nonlinear Mechanical Response Analysis of Shield Tunnel Lining

WANG Jinchang^{1, 2}, XIE Jiachong^{1, 3}, HUANG Weiming^{4， *}

(1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, Zhejiang, China; 2. Center for Balance Architecture, Zhejiang University, Hangzhou 310058, Zhejiang, China; 3. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 4. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, Zhejiang, China)

Online:2021-12-31 Published:2022-03-14

摘要/Abstract

摘要： 为探明衬砌构件和土体环境对盾构隧道衬砌非线性力学响应的影响，首先，阐述基于试验得到的纵缝接头转动刚度受轴力和弯矩控制的特点，总结在解析与数值方法中考虑接头非线性的迭代计算方法；然后，综述关于管片本体的开裂特性与承载能力的试验成果，列举考虑管片开裂非线性的常用数值方法，并指出混凝土开裂对衬砌整体有一定不利影响，但接头行为才是主导因素；接着，总结在常用计算方法中土体非线性的处理方式，给出几种能够进一步考虑土体作用的试验方法；最后，展望盾构隧道结构非线性分析方法的发展趋势，建议深入开展多因素耦合的接头抗弯特性、材料劣化和疲劳作用下的管片本体开裂软化行为、考虑时空效应的土与衬砌相互作用等方面在盾构隧道非线性力学响应中的研究，进一步建立各类接头、多向弹簧的材料参数库，明确衬砌渐进性破坏机制，完善基于大数据的盾构隧道快捷计算分析方法。

关键词: 盾构隧道, 结构非线性, 衬砌接头, 管片开裂, 土与衬砌相互作用, 响应分析

Abstract: To explore the influence of lining components and soil environment on the nonlinear mechanical response of shield tunnel lining, first, the characteristics of rotational stiffness of longitudinal joints derived from the experiments are discussed, and it is believed that the stiffness is controlled by axial force and bending moment. The iterative calculation methods both in analytical and numerical methods are summarized, where the nonlinearity of the joints is considered. Second, the segment′s tests for the cracking characteristics and bearing capacity and the numerical modeling techniques that can consider its nonlinearity are reviewed. And it is concluded that the cracking behavior of concrete has a certain adverse effect on the overall lining, while the behavior of joints is the dominant factor. Third, the treatment methods for soil nonlinearity in common calculation methods are summarized. Several test methods that can further consider the soil nonlinearity are listed. Finally, the development trend of nonlinear analysis methods for shield tunnel lining is prospected. It is recommended to carry out further research on the nonlinear mechanical response of shield tunnel, especially on the bending behavior of longitudinal joints coupled by multiple factors, the cracking, and softening behavior of segments considering material deterioration and fatigue effect, the interaction between soil and lining considering timespace effect. The material library of various joints and multidirectional soil springs should be further established, and the gradual destruction mechanism of lining needs ascertained. Conclusively, the quick calculation and analysis methods of shield tunnel lining based on big data are suggested.

Key words: shield tunnel, structural nonlinear, lining joints, segment cracking, soilstructure interaction, response analysis

中图分类号:

U 451

王金昌, 谢家冲, 黄伟明. 盾构隧道衬砌非线性力学响应分析综述[J]. 隧道建设, 2021, 41(S2): 22-35.

WANG Jinchang, XIE Jiachong, HUANG Weiming. Review on Nonlinear Mechanical Response Analysis of Shield Tunnel Lining[J]. Tunnel Construction, 2021, 41(S2): 22-35.

[1]	王树英, 汪来, 杨鹏, 龚振宇. 渣土改良下盾构掘进富水砾砂地层响应研究[J]. 隧道建设, 2023, 43(S1): 87-97.
[2]	王儒, 翟五洲, 倪海波, 黄宏伟. 盾构隧道机械法联络通道破洞施工中管片衬砌洞门结构力学响应的数值模拟研究[J]. 隧道建设, 2023, 43(S1): 178-188.
[3]	何江, 姚连璧, 丁孝兵, 杨坤. 基于移动激光扫描的盾构隧道参数化建模[J]. 隧道建设, 2023, 43(S1): 216-221.
[4]	陈胤吉, 张治国, 木林隆, 陈杰, 陆正, 陈仲侃. 曲线隧道掘进对邻近地层和管片变形影响数值模拟分析[J]. 隧道建设, 2023, 43(S1): 271-282.
[5]	郭保和, 徐纯杰, 赵赢. 珠海隧道超大直径泥水盾构针对性设计研究[J]. 隧道建设, 2023, 43(S1): 530-534.
[6]	程阳洋, 罗斌, 张焙智. 大直径盾构隧道混凝土管片的预制技术研究[J]. 隧道建设, 2023, 43(S1): 487-492.
[7]	刘新根, 王伯芝, 刘笑娣. 基于空间S形曲线的盾构轨迹纠偏方法[J]. 隧道建设, 2023, 43(S1): 457-463.
[8]	孔德森, 滕森, 赵明凯, 时健. 盾构隧道开挖面改进三维模型和临界支护压力研究[J]. 隧道建设, 2023, 43(9): 1463-1472.
[9]	蒋益平, 陈洪胜, 李露瑶, 朱小辉, 杨正刚, 宋小庆, 曹振东. 岩溶区地铁盾构隧道下穿水源地综合勘探技术[J]. 隧道建设, 2023, 43(9): 1541-1548.
[10]	魏纲, 郭丙来, 吴海峰, 王哲, 陈博, 孙博. 多分区基坑开挖及旁侧盾构隧道变形实测分析[J]. 隧道建设, 2023, 43(8): 1316-1326.
[11]	杨君华, 陈宏明, 李荆, 尚伟, 张合沛. 大直径盾构隧道中隔墙智能安装机研制与应用技术[J]. 隧道建设, 2023, 43(7): 1215-1227.
[12]	潘海泽, 李根, 陈怡西, 罗振华, 韩建强. 基于SEM-IPA的地铁盾构隧道施工安全脆弱性关键影响因素研究[J]. 隧道建设, 2023, 43(6): 936-947.
[13]	谢小创, 张冬梅. 基于物质点法的盾构隧道涌水涌砂模拟与应用[J]. 隧道建设, 2023, 43(6): 1045-1056.
[14]	魏纲, 章亦然, 蒋吉清, 丁亮, 董北北. 基于希尔伯特-黄变换的地铁整体道床局部脱空识别[J]. 隧道建设, 2023, 43(5): 754-760.
[15]	高坤, 苏校锋, 张志伟, 梁荣柱, 李忠超, 郭杨, 乐腾胜. 新建隧道上穿引起既有盾构隧道纵向隆起分析[J]. 隧道建设, 2023, 43(5): 770-778.

盾构隧道衬砌非线性力学响应分析综述

Review on Nonlinear Mechanical Response Analysis of Shield Tunnel Lining

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价