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G40公路陈海立交D匝道路基拓宽工程方案对比
引用本文:夏荣孚.G40公路陈海立交D匝道路基拓宽工程方案对比[J].城市道桥与防洪,2020(6):31-33,M0006,M0007.
作者姓名:夏荣孚
作者单位:1.上海市市政规划设计研究院有限公司
摘    要:为了预防G40公路陈海立交D匝道路基拓宽工程因新旧路基不均匀沉降而出现的路面纵向开裂等病害,在现有改扩建研究成果基础上,借助数值分析软件,分析了不同软土地基处理方式对新旧路基差异沉降的影响;通过比较路基中央处和路肩处的沉降量以及差异沉降,认为泡沫轻质土的处理效果最优,其次是水泥粉煤灰碎石(CFG)桩和预应力(PTC)管桩处理方案。最后,结合陈海立交D匝道加宽工程的特殊性,推荐采用泡沫轻质土路基处理方案。

关 键 词:路基拓宽  差异沉降  泡沫轻质土

Comparison of Subgrade Widening Engineering Schemes for D Ramp of Chenhai Interchange in G40 Highway
XIA Rongfu.Comparison of Subgrade Widening Engineering Schemes for D Ramp of Chenhai Interchange in G40 Highway[J].Urban Roads Bridges & Flood Control,2020(6):31-33,M0006,M0007.
Authors:XIA Rongfu
Abstract:In order to prevent the diseases of pavement longitudinal cracking due to uneven settlement of the old and new subgrades in G40 Highway Chenhai Interchange D Ramp Subgrade widening Project,based on the existing research results of reconstruction and expansion,and with the help of numerical analysis software,the influence of the different soft soil foundation treatment methods on the differential settlement of the new and old subgrades is analyzed.By comparing the settlement of the center and shoulder of the subgrade and the differential settlement,it is considered that the treatment effect of the foam light soil is the best.The cement fly-ash gravel(CFG)pile and the prestressed tubular concrete(PTC)pile schemes are compared.Finally,combined with the particularity of Chenhai Interchange D Ramp Widening Project,the foam light soil subgrade treatment scheme is recommended.
Keywords:subgrade widening  differential settlement  foam light soil
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