Research on mechanical performance of longitudinal joints in segmental tunnel linings strengthened by fiber-reinforced plastic grid with polymer−cement−mortar method  

作　　者：Xianda FENG Dejun LIU Yihao GUO Fei ZHONG Jianping ZUO Wei LIU 

机构地区：[1]School of Civil Engineering and Architecture,University of Jinan,Jinan 250022,China [2]School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China [3]State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,Beijing 100083,China

出　　处：《Frontiers of Structural and Civil Engineering》2024年第10期1610-1625,共16页结构与土木工程前沿（英文版）

基　　金：supported by the National Key R&D Program of China(No.2023YFB2390300);the National Natural Science Foundation of China(Nos.52379102 and 51878658);Joint Fund of State Key Laboratory of Coal Resources and Safe Mining-the Beijing Outstanding Young Scientist Program(Nos.SKLCRSM20LH03 and BJJWZYJH01201911413037);The Fundamental Research Funds for the Central Universities(No.2024ZKPYLJ03).

摘　　要：In this study,we propose the use of a fiber-reinforced plastic grid with polymer−cement−mortar(FRP Grid-PCM)to reinforce segment joints in tunnel shield linings.These joints play a crucial role in determining bearing capacity but are vulnerable to deterioration during operation.To investigate how to enhance the flexural performance of longitudinal shield lining joints,we built eccentric short column specimens by bolting two half-corbel columns together and tested them in the laboratory.The test program comprised two control specimens and three strengthened specimens with FRP grid applied on one side,away from the axial load.The tests varied two main parameters:loading eccentricity and the number of FRP grid layers.We conducted a detailed analysis of the failure process,bearing capacity,and bending stiffness of longitudinal joints under different conditions.Furthermore,we developed an analytical model to predict the flexural bearing capacity of longitudinal joints upgraded with the FRP Grid-PCM method and validated it through experimental results.The research demonstrates that the FRP grid effectively reduces joint opening and rotation angles while enhancing the bearing capacity of the short column,particularly with concurrent increases in loading eccentricity and the number of FRP grid layers.Overall,our findings offer a novel alternative for improving the flexural performance of longitudinal joints in shield tunnels.

关 键 词：longitudinal joints flexural performance eccentric short column fiber-reinforced grid experiment theoretical model 

分 类 号：U455.91[建筑科学—桥梁与隧道工程] TP391.41[交通运输工程—道路与铁道工程] TP18[自动化与计算机技术—计算机应用技术]