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肖世国, 朱合华, 李向阳, 夏才初, 刘学增. 管幕内顶进箱涵前端网格内壁土压力分布模式[J]. 岩土工程学报, 2005, 27(8): 908-911.
引用本文: 肖世国, 朱合华, 李向阳, 夏才初, 刘学增. 管幕内顶进箱涵前端网格内壁土压力分布模式[J]. 岩土工程学报, 2005, 27(8): 908-911.
XIAO Shiguo, ZHU Hehua, LI Xiangyang, XIA Caichu, LIU Xuezeng. Distribution mode of earth pressure on inner plates of steel grids located in the front of a big box culvert surrounded by pipes in a pipe-roof project[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 908-911.
Citation: XIAO Shiguo, ZHU Hehua, LI Xiangyang, XIA Caichu, LIU Xuezeng. Distribution mode of earth pressure on inner plates of steel grids located in the front of a big box culvert surrounded by pipes in a pipe-roof project[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 908-911.

管幕内顶进箱涵前端网格内壁土压力分布模式

Distribution mode of earth pressure on inner plates of steel grids located in the front of a big box culvert surrounded by pipes in a pipe-roof project

  • 摘要: 上海市中环线虹许路北虹路下立交工程是目前世界上在饱和含水软土地层中施工的横截面最大的管幕法工程。在管幕内顶进大断面箱涵(前端嵌固钢板制网格框架)的施工过程中,随着网格后端土体的开挖,作用于网格内壁各面的土压力发生调整,其特点是在距开挖面不同位置处有不同的大小。根据力学平衡条件分析,重新达到平衡状态后,作用于内壁顶面与底面的土压力沿网格纵向呈指数函数分布,内壁侧面的土压力则为沿网格长度方向(纵向)的指数分布与沿高度方向(竖向)的线性分布的叠加,直到在网格前端仍保持相应的原始状态为止。这就为网格尺寸的合理设计打下了重要基础。最后,用室内试验验证了理论计算方法并给出了实例工程网格内壁土压力的具体分布模式。

     

    Abstract: Up to now, the subway crossing project through Hongxu Road is a pipe-roof project with the biggest cross-section of box culvert in the world. It is constructed in saturated soft soil stratum under the Beihong Road located in the middle ring-road of Shanghai. During pushing the box culvert in the front of which many steel grids are inverted, earth pressure on inner plates of a grid will vary with excavation of soil near the back end of the grid. Its general rule is that earth pressure is of different value at various distance from cutting surface. According to the mechanical equilibrium conditions, earth pressures on inner top and bottom plate are exponentially distribution along the longitudinal direction of a grid and those on inner side plates are superposition of exponential distribution along the longitudinal direction and linear distribution along the vertical direction of the same grid until reaching their corresponding original status at the fore end of the grid after attaining new mechanical equilibrium status. It is the important basis of rational design of grid sizes. In the end, the theoretical calculation method is proved by the model test. The distribution mode is given in detail by the practical project.

     

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