岩土与地下工程 2024年 第53卷 第10期

DOI: 10.7672 / sgjs2024100080

盾构隧道开挖对既有电缆隧道周围地层的影响研究

丁 飞

作者单位:

丁 飞,工程师, E-mail:576148925@ qq. com

作者简介:

中铁十八局集团第三工程有限公司,河北 涿州 072750

摘要:

为了研究盾构隧道开挖对既有电缆隧道周围地层的干扰情况,以太原地铁 1 号线隧道工程为背景,采取数值模拟,分析了不同隧道净间距下和不同隧道相交角度下盾构隧道开挖时土体沉降变化,及不同隧道相交角度下土体最大沉降关系. 研究结果表明:在地铁盾构隧道和既有电缆隧道相交角度相同条件下,随着地铁盾构隧道和既有电缆隧道净间距的增大,盾构隧道开挖时土体沉降量逐渐减小;在相同隧道相交角度条件下,随着两条隧道净间距的增大,盾构隧道开挖时土体沉降量逐渐减小,当相交角度为 28°时,沉降量最大,当相交角度为 84°时,沉降量最小;在盾构地铁隧道工程中,建议尽量增加两条隧道的净间距,或选择相交角度大的方位进行施工.

English:

In order to study the interference of shield tunnel excavation on the surrounding strata ofexisting cable tunnels, numerical simulation was adopted based on the Taiyuan Metro Line 1 tunnelproject to analyze the changes of soil settlement during shield tunnel excavation under different net tunnelspacing and tunnel intersection angles, as well as the maximum settlement relationship of soil underdifferent tunnel intersection angles. The research results indicate that under the same intersection anglebetween subway shield tunnels and existing cable tunnels, as the net distance between subway shieldtunnels and existing cable tunnels increases, the soil settlement during shield tunnel excavation graduallydecreases. Under the same tunnel intersection angles, as the net distance between the two tunnelsincreases, the soil settlement during shield tunnel excavation gradually decreases. When the intersectionangle is 28°, the settlement is maximum, and when the intersection angle is 84°, the settlement isminimum. In shield tunneling projects, it is recommended to increase the net distance between twotunnels as much as possible, or choose the direction with a larger intersection angle for construction.