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现代隧道技术 2022, Vol. 59 Issue (5) :27-33    DOI:
理论研究与探讨 最新目录 | 下期目录 | 过刊浏览 | 高级检索 << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
曲线盾构隧道掘进引发机场地下油管沉降变形分析
(1.中铁十四局集团有限公司,济南 250101;2.中南大学,长沙 410075)
Research on Airport Tubing Settlement Caused by Shield Tunnelling in Curved Section
(1. China Railway 14th Bureau Group Co., Ltd., Jinan 250101; 2. Central South University, Changsha 410075)
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摘要 机场磁浮盾构隧道掘进过程会对机场跑道和地下油管产生扰动,严重时会影响机场安全运营,造成重大经济损失。为揭示机场磁浮曲线段盾构隧道掘进过程中引发的地下油管变形扰动效应,采用理论计算、数值模拟及现场监测的方法,研究曲线段盾构隧道下穿引起地下油管的沉降变形。结果表明:盾构机在曲线段掘进过程中,地下油管横向沉降槽将会偏离隧道中轴线,在曲线隧道内侧的地下油管沉降明显大于曲线隧道外侧的地下油管沉降;盾构开挖面附加推力t、盾壳摩阻力f以及附加注浆压力g导致地下油管沉降的横向分布呈“U”型,盾壳摩阻力和地层损失是显著影响因素;三种方法下的地下油管变形结果相近,验证了理论计算方法的正确性和适用性。
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裴鲁光 1 傅鹤林 2 喻能根 1 于 归 2 侯伟治 2
关键词曲线隧道   油管沉降   盾壳摩阻力   开挖面附加推力;地层损失     
Abstract: The excavation process of the airport maglev shield tunnel will cause disturbance to the airport runway and underground tubeing, and in severe cases, it will affect the safe operation of the airport and cause significant economic losses. In order to reveal the deformation disturbance effect of the underground tubeing caused by the shield tunnel in the airport maglev curved section, the settlement deformation caused by the shield tunnel in the curved section passing through the underground tubing was studied based on theoretical calculation, numerical simulation and on-site monitoring. The results show that during the tunnel excavation process of the curved section, the lateral settlement trough of the underground tubing will deviate from the central axis of the tunnel. On the inner side of the curved tunnel where the curvature is small, the settlement of the underground tubing is significantly larger than that on the outside of the curved tunnel; the additional thrust t on the shield excavation surface, the shield friction f and the additional grouting pressure g cause the lateral distribution on the subsidence of the underground tubing to be in the shape of "U", and the significant influencing factors are the shield friction and the ground loss; the deformation results of the underground tubing under the three methods are similar, which verifies the theoretical calculation method.
KeywordsCurve tunnel,   Tubing settlement,   Shield friction,   Additional thrust on excavation face,   Ground loss     
基金资助:国家自然科学重点基金(51538009);中铁十四局课题(ZT14-CSCF东延-GCB-2022-02)
作者简介: 裴鲁光(1986-),男,工程师,主要从事轨道交通技术方面的工作,E-mail:282464817@qq.com. 通讯作者:傅鹤林(1965-),男,博士,教授,主要从事隧道与地下工程教学与科研工作,E-mail: fu.h.l@csu.edu.cn.
引用本文:   
裴鲁光 1 傅鹤林 2 喻能根 1 于 归 2 侯伟治 2 .曲线盾构隧道掘进引发机场地下油管沉降变形分析[J]  现代隧道技术, 2022,V59(5): 27-33
PEI Luguang1 FU Helin2 YU Nenggen1 YU Gui2 HOU Weizhi1 .Research on Airport Tubing Settlement Caused by Shield Tunnelling in Curved Section[J]  MODERN TUNNELLING TECHNOLOGY, 2022,V59(5): 27-33
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