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浅埋隧道下穿既有高压铁塔施工影响因素分析

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为分析浅埋隧道下穿施工对既有高压铁塔的影响,以国道G324线大磨山隧道工程为背景,建立二维数值仿真模型,验证了地表注浆对隧道及高压铁塔沉降控制的有效性.同时,采用正交试验方法开展了隧道下穿既有高压铁塔施工对隧道拱顶沉降影响的敏感性因素分析,揭示了隧道拱顶竖向位移随埋深、隧道与铁塔水平距离、开挖方式和隧道宽度变化的响应规律,并得到以下结论:①地表注浆可有效控制铁塔基础沉降,对于预防铁塔失稳有显著效果.②正交实验结论表明,埋深对隧道拱顶沉降起控制作用.随着隧道埋深增加,隧道拱顶沉降呈下降趋势;隧道与铁塔中心水平距离及隧道宽度的增加,会增大隧道拱顶沉降量.研究结果对于类似条件隧道施工及临近既有建构筑物保护具有一定指导借鉴意义.
Factors Affecting the Construction of Shallow Buried Tunnels Passing Through Existing Steel High-Voltage Towers
To analyze the impact of the shallow buried tunnel construction on the existing steel high-voltage iron towers,a two-dimensional numerical analysis model was established for the Damoshan Tunnel project.The safety of the tunnel excavation plan is verified,and the sensitivity factor analysis on the settlement of the tunnel arch top during the construction of the tunnel under the existing steel high-voltage tower is carried out by using the orthogonal experimental method.The effects of the tunnel embedment depth,the horizontal distance between the tunnel and the steel tower,excavation method,and changes in tunnel width on the vertical displacement of the tunnel arch top are evaluated.The following conclusions are drawn:1)Surface grou-ting can effectively control the settlement of steel tower foundations and has a significant effect on preventing the tower instabil-ity.2)The conclusion of the orthogonal experiment indicates that the embedment depth has a controlling effect on the settle-ment of the tunnel arch crown.As the depth of the tunnel increases,the settlement of the tunnel arch shows a downward trend.The increase in the horizontal distance between the tunnel and the center of the steel tower,as well as the width of the tunnel,will increase the settlement of the tunnel arch.The research results have some guiding and reference significance for the tunnel construction under similar conditions and the protection of adjacent existing buildings and structures.

Shallow Buried TunnelsHigh-Voltage Transmission TowersSettlementNumerical SimulationOrthogonal De-sign

曾祥锦

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福建厦蓉高速公路漳龙段扩建工程有限公司,福建龙岩 361000

浅埋隧道 高压输电铁塔 沉降 数值模拟 正交设计

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(6)