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Experience in the design and operation of retaining walls of overpasses of the Central Ring Road on the base with soil improvement by vibro stone columns

机译:距离振动石柱底座的中央环路路面挡住墙体的设计和运行的经验

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Reinforced retaining walls were used on the overpasses of the Central Ring Road. To reduce the sedimentation of the base of these walls, to reduce the time of consolidation of the base, the transformation of soil properties by reinforcing vibro stone columns was used. In order to obtain an optimal result for the transformation of the properties of the base soils, increasing the reliability of the reinforced structures, comparative calculations were carried out with the variation of the parameters of the reinforcing elements. The method of quality control of the device vibro stone columns is improved.
机译:加强挡土墙用于中心环路的立交桥。 为了减少这些壁的底座的沉降,为了减少碱的固结时间,使用了通过增强振动石柱的土壤性能的转化。 为了获得基础土的性质的改变的最佳结果,增加增强结构的可靠性,通过增强元件的参数的变化来进行比较计算。 改善了装置振动石柱的质量控制方法。

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