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吴跃东, 张超, 钟光强. 高速公路软基拼宽段差异沉降控制研究[J]. 岩土工程学报, 2013, 35(zk2): 652-655.
引用本文: 吴跃东, 张超, 钟光强. 高速公路软基拼宽段差异沉降控制研究[J]. 岩土工程学报, 2013, 35(zk2): 652-655.
WU Yue-dong, ZHANG Chao, ZHONG Guang-qiang. Control of differential settlement of road widening of expressways on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 652-655.
Citation: WU Yue-dong, ZHANG Chao, ZHONG Guang-qiang. Control of differential settlement of road widening of expressways on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 652-655.

高速公路软基拼宽段差异沉降控制研究

Control of differential settlement of road widening of expressways on soft soil foundation

  • 摘要: 软土地区新老高速公路拼宽路段的差异沉降控制是最近几年高速公路建设一个重要的研究课题,结合嘉绍高速公路3个新老路交通枢纽的拼宽路段沉降动态监测数据,同时参考实际工程中出现的路基路面开裂问题,从沉降量与沉降速率两方面进行对比分析,得到复合地基处理拼宽段软基可以很好的控制差异沉降。通过分析提出适用于嘉兴地区拼宽工程的“三重”沉降控制标准:施工期沉降速率控制标准、新老路堤差异沉降控制标准以及横坡比变化控制标准。通过该标准的控制可以有效减小高速公路软基拼宽段差异沉降,结论对类似工程地质条件的工程提供一定的参考价值。

     

    Abstract: The control of differential settlement of the road widening of expressways on soft soil foundation has been a significant research in the recent years. Based on the in-suit monitoring results of three widening departments in Jiaxing-Shaoxing highway and the surface cracking in actual projects, triple settlement controlling criteria used for road widening of expressways aceproposed according to the analysis of ground surface settlement and settlement rate, that is, control of settlement rate during construction period, control of differential settlement between new and old embankments, and control of gradient ratio. By using these criteria, the differential settlement of road widening of expressways decreases effectively, and it may provide a reference for other projects.

     

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