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垫衬法修复钢筋混凝土管道的模型试验研究 被引量:1
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作者 李子明 王鸿鹏 +1 位作者 马孝春 吴泽仁 《非开挖技术》 2018年第5期43-46,共4页
非开挖垫衬法是一种新型的管道修复技术,为了探索垫衬法在钢筋混凝土管道中作用效果,采用三点试验法,对管道修复前后的承载力和变形进行了试验研究。对原管道和采用不同内衬厚度修复的钢筋混凝土管道在外压作用下的承载力提高率和变形... 非开挖垫衬法是一种新型的管道修复技术,为了探索垫衬法在钢筋混凝土管道中作用效果,采用三点试验法,对管道修复前后的承载力和变形进行了试验研究。对原管道和采用不同内衬厚度修复的钢筋混凝土管道在外压作用下的承载力提高率和变形提高率进行了分析。试验结果表明,采用垫衬法修复混凝土排水管道可明显提高其承载力和变形。通过分析垫衬法修复后钢筋混凝土管道的承载力提高率及变形提高率,证明了非开挖垫衬法修复技术的有效性,为垫衬法修复钢筋混凝土管道应用于工程实践提供了有意义的参考。 展开更多
关键词 垫衬法钢 筋混凝土管道 承载力 变形
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Test and Numerical Analysis on Performance of Reinforced Concrete Segment in Subway Tunnel 被引量:2
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作者 ZHOU Haiying CHEN Tingguo LI Lixin 《Transactions of Tianjin University》 EI CAS 2012年第1期57-61,共5页
To investigate the mechanical behavior of segmental lining, a three-dimensional numerical analysis and test using three actual segments were used to analyze the effects of axial force and reinforcement ratio on the fa... To investigate the mechanical behavior of segmental lining, a three-dimensional numerical analysis and test using three actual segments were used to analyze the effects of axial force and reinforcement ratio on the failure mechanism and ultimate bearing capacity of segmental lining. Both numerical and test results confirmed that the cracking load, yield and ultimate load were strongly influenced by axial force, and it was also proved that the yield and ultimate load would increase with the increase of reinforcement ratio, but the cracking load was almost not affected. The cracking load, yield and ultimate load are about 28.7%, 500% and 460% larger due to the effect of axial force respectively. The comparison between numerical calculation and test results showed that the finite element analysis resuits were in good agreement with the test results. 展开更多
关键词 shield tunnel segmental lining numerical analysis finite element model
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