首页|软土区盾构隧道下穿施工对在建高铁的影响研究

软土区盾构隧道下穿施工对在建高铁的影响研究

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针对软土地层中地铁盾构隧道曲线下穿在建高铁的工程问题,提出采用桩板结构对下穿区域软土地层进行加固的工程措施,并运用数值模拟和现场实测相结合的方法,研究了盾构下穿施工对软土加固区、高铁路基和轨道的影响.研究表明:采用桩板结构对软土区进行加固可以有效减小盾构施工对上部结构的影响;加固后的软土区域在盾构掘进时上部路基和钢轨变形均很小,而在远离桩板结构加固区域,其变形大于加固区域,说明在盾构下穿软土区段采用桩板结构进行加固对控制上部结构的变形具有显著的效果.
Study on the Influence of Shield Tunnel Underpass Construction on High-speed Railway under Construction in Soft Soil Area
In view of the engineering problem of subway shield tunnel under curve in the soft soil layer under construction of high-speed railway,the engineering measures of strengthening the soft soil layer in the area under penetration by pile-plate structure are put forward.The influence of shield tunneling on soft soil reinforcement area,high railway foundation and track is studied by the method of numerical simulation and field measurement.The results show that the pile-sheet structure can effectively reduce the influence of shield construction on the superstructure.In the reinforced soft soil area,the deformation of the upper subgrade and rail is very small,and the deformation of the area that is far away from the reinforced area of the pile-plate structure is larger than that of the reinforced area,indicating that the reinforcement of the pile-plate structure in the soft soil area under the shield has a significant effect on controlling the deformation of the superstructure.

soft soil layershield tunnelunderpass constructionnumerical simulation

卢洪强、陈典华、牟晶、符小林、韦志凯、王少雄

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中铁十八局集团市政工程有限公司,天津 300000

兰州交通大学土木工程学院,甘肃兰州 730070

软土地层 盾构隧道 下穿施工 数值模拟

国家自然科学基金地区科学基金甘肃省科技计划

5216807022JR5RA330

2024

广东交通职业技术学院学报
广东交通职业技术学院

广东交通职业技术学院学报

影响因子:0.315
ISSN:1671-8496
年,卷(期):2024.23(2)
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