水利与建筑工程学报2024,Vol.22Issue(6) :15-22.DOI:10.3969/j.issn.1672-1144.2024.06.003

环青海湖铁路路基水热迁移与稳定性研究

Water and Heat Migration and Stability Analysis of Subgrade Railway Around the Qinghai Lake

唐先习 栾恩铭 董添春 李文龙 夏迪
水利与建筑工程学报2024,Vol.22Issue(6) :15-22.DOI:10.3969/j.issn.1672-1144.2024.06.003

环青海湖铁路路基水热迁移与稳定性研究

Water and Heat Migration and Stability Analysis of Subgrade Railway Around the Qinghai Lake

唐先习 1栾恩铭 1董添春 2李文龙 1夏迪1
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作者信息

  • 1. 兰州理工大学土木工程学院,甘肃 兰州 730050
  • 2. 中国铁路青藏集团有限公司,青海 西宁 810000
  • 折叠

摘要

为探究环青海湖铁路路基病害发生的机理,通过在湖边及铁路路基两处附近安置不同深度的水热传感器,实时对临湖区域的土体水热迁移情况进行监测,基于监测数据,应用COMSOL Multiphysics有限元平台对铁路路基内部水压力分布及稳定性进行模拟分析.结果表明:浅层土体温度变化响应较快,土体越深其温度变化越慢;冻结出现时间随土体深度的增加而延后;路基下部土体一直保持负压状态,土体孔隙体积占比随外界水源的作用增大;青海湖水中含有大量的CO32-和HCO3-,利用注盐法注入NaCl后在水分的作用下阳离子Na+会与CO32-反应生成Na2CO3,致使NaCl注入过量后土体盐胀反应加剧.路基失稳破坏发生从路轨面开始,路轨面从中间开裂并沿着两侧坡面剪切滑移,在路轨面下沉压力作用下土颗粒向下滑移填充底部土层孔隙,孔隙填充满后多余的自由状态土颗粒会从坡角处被挤出.故应充分考虑提高路基土抗剪强度.

Abstract

The intensification of global warming and humidification has exacerbated frost heave damage in seasonally frozen climate environments,which has significant impacts on the operational safety of the Qinghai Tibet Railway a-round the Qinghai Lake region.To explore the mechanism of disease occurrence,water and heat sensors of different depths were installed near the lake and railway subgrade to detect the real-time water and heat migration of the soil in the lake area.Based on monitoring data,the COMSOL Multiphysics finite element platform is applied to simulate and analyze the water pressure distribution and stability inside the railway subgrade.The research results are as follows.Shallow soil responds quickly to temperature changes,while the deeper the soil,the slower the temperature changes;The freezing time is delayed due to the increase in soil depth.The lower soil of the roadbed always maintains a negative pressure state,and the proportion of soil pore volume increases with the action of external water sources;Due to the high content of CO32-and HCO3-in Qinghai Lake water,the salt injection method,after injecting NaCl,will react with cationic Na+and CO32-to form Na2CO3 under the action of water,resulting in the intensification of soilsaltswell-ing reaction after excessive NaCl injection.The stability simulation results indicate that the instability and failure of the roadbed begin from the track surface,which cracks in the middle and slides along the slopes on both sides.Under the squeezing effect,soil particles slide downwards to fill the bottom soil layer pores.After the pores are filled,excess free state soil particles will be squeezed out from the slope corners.

关键词

青海湖地区/冻胀病害/现场试验/水热迁移

Key words

Qinghai Lake region/frost heave disease/on site testing/hydrothermal migration

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出版年

2024
水利与建筑工程学报
西北农林科技大学

水利与建筑工程学报

影响因子:0.383
ISSN:1672-1144
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