地铁沿线壅水预测及地基安全风险分析研究

Study of backwater prediction and foundation safety risk analysis along the Metro

  • 摘要: 地铁工程是疏解城市地面交通压力的重要手段,但地铁工程侵入含水层可能产生地下水壅高风险,在我国城市化加速发展背景下,明晰该风险并进一步核算其对浅基础地基承载力的影响至关重要.本研究通过数值模拟手段构建耦合线状地铁工程构筑物的三维数值模型,模拟济南地铁4号线典型区段沿线在短期、远期内的地下水壅高值,分析丰枯水期壅高值的差异并核算水位壅高对沿线浅基础地基承载力的影响.研究结果表明:1) 模拟期1、3、10 a后地铁沿线地下水壅高数值范围分别为12.942~24.839 cm、5.117~17.890 cm、2.291~7.869 cm,模拟10 a后地下水壅高值降低至较低水平,证实工程构筑物对区域地下水流场的远期影响趋于微弱;2) 在壅高影响更为明显的短期1年情景中,汛期轨道交通4号线研究区段沿线地下水壅高值范围为16.949~29.077 cm,相比非汛期平均高出4.667 cm;3) 壅水现象沿线分布并可划分为2个明显的主要壅高带,受壅高影响的地基承载力降低率为0.186%~0.589%,总体上地下水壅高对地基安全影响相对不明显.研究在形成线状地铁工程沿线地下水壅高影响的创新认识基础上,将为济南地铁4号线规划建设过程中解决地质环境风险提供理论支撑.

     

    Abstract: Metro engineering is a key approach to relieve the pressure of urban surface transportation. However, the intrusion of metro engineering into aquifers may lead to a high risk of groundwater level rising, with the accelerated development of urbanization in China, it is essential to clarify this risk and further assess its impact on the bearing capacity of shallow foundation. In the study, a three-dimensional numerical model coupled linear metro engineering structure was constructed through numerical simulation methods, the groundwater level rising values along the typical section of Jinan Metro Line 4 was calculated in the short and long-term scenarios, the range of groundwater level rising was predicted under short-term scenario and the impact of groundwater level rising on the bearing capacity of shallow foundation along the metro line was calculated. The results indicated that: 1) The numerical range of groundwater level rising along the metro line after 1, 3 and 10 years of simulation is 12.942~24.839 cm, 5.117~17.890 cm, and 2.291~7.869 cm, respectively. The groundwater level rising value decreases to a lower degree after 10 years of simulation, confirming that the long-term impact of the engineering structure on the regional groundwater flow field tends to be weak; 2) In the short-term one-year scenario where the backwater effect is more obvious, the backwater value of groundwater along the research section of rail transit line 4 in flood season ranges from 16.949 cm to 29.077 cm, which is 4.667 cm higher than that in non-flood season.3) The backwater phenomenon is distributed along the line and can be divided into two obvious main backwater zones. The reduction rate of foundation bearing capacity affected by backwater is 0.186%~0.589%, and the influence of groundwater backwater on foundation safety is relatively insignificant. Based on the innovative understanding of the influence of groundwater backwater along the linear subway project, the study will provide theoretical support for solving geological environmental risks in the planning and construction of Jinan Metro Line 4.

     

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