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Field Test Study on Frost-Heave of Subgrade in Seasonal Frozen Region along Haerbin-Dalian Passenger Dedicate Line

机译:陆际大连客运线季节冻结区冰冻地区霜冻坡度的现场试验研究

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The new constructing railway Haerbin-Dalian Dedicate Line runs through the typical seasonal frozen region. For the purpose of estimating the quality of subgrade construction, a field test was played. Placed the monitoring instrument and measure the soil temperature, settlement and soil pressure etc. The monitoring data shows that the change of soil temperature is less than the environment temperature. The maximum frost depth is 1.66m. In this depth, the fine-grained soil with high frost-heave characteristic should not be as the subgrade. The effective measure to prevent the rain percolated through the subgrade is important. And the filling of subgrade should be constructed strictly according to the maximal degree of compaction and keep the best water content. The settlement of subgrade is less than 15mm, the water content is also less than the prime frost-heave water content and the frost-heave force is very small. Thus, the construction technique subgrade is feasible.
机译:新建铁路陆宾 - 大连奉献线路贯穿典型的季节性冻结区域。为估算路基结构的质量,播放了现场测试。放置监测仪器并测量土壤温度,沉降和土压力等。监测数据表明土壤温度的变化小于环境温度。最大霜冻深度为1.66米。在这种深度中,具有高霜冻特性的细粒土壤不应作为路基。防止雨水通过路基渗透的有效措施很重要。并根据最大压实程度严格构建路基的填充,并保持最佳水含量。路基沉降小于15mm,水含量也小于粉末冰水含量,冰冻升力非常小。因此,施工技术路基是可行的。

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