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隧道建设（中英文） ›› 2022, Vol. 42 ›› Issue (6): 960-966.DOI: 10.3973/j.issn.2096-4498.2022.06.003

• 研究与探索 • 上一篇    下一篇

类矩形盾构隧道下穿引起既有隧道竖向位移计算方法研究

魏纲1, 2, 3， 赵得乾麟4， 齐永洁5, *   

  1. (1. 浙大城市学院土木工程系， 浙江 杭州 310015； 2. 浙江省城市盾构隧道安全建造与智能养护 重点实验室， 浙江 杭州 310015； 3. 城市基础设施智能化浙江省工程研究中心， 浙江 杭州 310015； 4. 广州南沙资产经营集团有限公司， 广东 广州 511466； 5. 浙江大学建筑工程学院， 浙江 杭州 310058)

  • 出版日期:2022-06-20 发布日期:2022-07-04
  • 作者简介:魏纲(1977—)，男，浙江杭州人，2006年毕业于浙江大学，岩土工程专业，博士，教授，主要从事地下隧道与周边环境相互影响及风险评估与控制等方面的研究与教学工作。E-mail: weig@zucc.edu.cn。*通信作者： 齐永洁， E-mail： 736786740@qq.com。

Determination of Vertical Displacement of an Existing Tunnel Caused by Underpass of QuasiRectangular Shield Tunnel

WEI Gang1, 2, 3, ZHAO Deqianlin4, QI Yongjie5, *   

  1. (1.Department of Civil Engineering,Zhejiang University City College,Hangzhou 310015,Zhejiang,China;2.Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province,Hangzhou 310015,Zhejiang,China;3.Zhejiang Engineering Research Center of Intelligent Urban Infrastructure,Hangzhou 310015,Zhejiang,China;4.Guangzhou Nansha Assets Operation Group Limited,Guangzhou 511466,Guangdong,China;5.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,Zhejiang,China)

  • Online:2022-06-20 Published:2022-07-04

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摘要： 为探究类矩形盾构隧道施工对既有隧道造成的影响，得到既有隧道竖向变形规律，基于随机介质理论并结合累积概率曲线计算土体损失造成的土体竖向位移，再通过转动错台协同变形模型计算既有隧道竖向位移；针对新建类矩形盾构隧道下穿既有隧道，以土体损失作为造成既有隧道沉降的唯一因素开展室内模型试验，并对拱顶位移进行施工全过程测量，将实测值与理论计算结果进行对比验证。研究结果表明： 1）理论计算结果与实测值较为吻合，证明了理论计算方法的可靠性； 2）类矩形盾构隧道下穿既有隧道造成既有隧道沉降的规律与圆形隧道一致； 3）由于土体损失，新建隧道下穿会导致既有隧道发生沉降，在新旧隧道投影交汇处的既有隧道拱顶变形最大； 4）既有隧道拱顶沉降变形随着开挖面的掘进逐渐增大，且存在一个快速变形的阶段。

关键词: 类矩形盾构隧道, 下穿既有隧道, 土体损失, 竖向位移, 模型试验

Abstract: The effect of quasirectangular shield tunneling on an existing tunnel is investigated, and the vertical deformation law of the existing tunnel is determined by estimating the vertical displacement of soil caused by soil loss. This calculation is based on the random medium theory combined with the cumulative probability curve, and the vertical displacement of the tunnel is calculated using the cooperative deformation model of rotation and abutment dislocation. Furthermore, an indoor model test is conducted for the newlybuilt quasirectangular shield tunnel underpassing the existing tunnel. The soil loss is monitored, as it is the only factor causing the settlement of the existing tunnel and displacement of the crown during the entire construction process. Moreover, to validate the reliability of the theoretical calculation method, the measured values are compared with the calculated values. The results reveal the following: (1) The theoretically calculated results concur with the measured values, thereby confirming the reliability of the method. (2) The settlement law of the existing tunnel caused by the quasirectangular shield tunnel is consistent with that of a circular tunnel. (3) Due to soil loss, the underpass of the new tunnel leads to the settlement of the existing tunnel. Furthermore, the crown deformation of the existing tunnel is largest at the intersection with the new tunnel. (4) The crown settlement deformation of the existing tunnel increases gradually with the excavation of the tunneling face. Additionally, a stage of rapid deformation is observed.

Key words:  quasirectangular shield tunnel, underpass existing tunnel, soil loss, vertical displacement; model test

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