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Effects of Clogging on Settlement Predictions of Ground Improved with Stone Columns

机译:堵塞对石柱改良地面沉降预测的影响

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摘要

Clogging of stone column (i.e., the mixture of column material and surrounding soil) is widely reported as well as its hindrance effect on the consolidation rate of soft ground improved with stone columns, however, its influence may be more complicated in settlement estimations. In this study, a modified consolidation model is proposed for making predictions of settlement with consideration of clogging. Its influence on permeability and compressibility is included while both radial and vertical flow in stone column are taken into account. Parametric studies reveal that the consolidation rate will be largely impeded if the permeability of clogged column drops below that of surrounding clay. The short-term settlement is lower mainly because of the reduction of permeability. On the contrary, the long-term settlement becomes larger due to an increase in compressibility. This finding implies that the final settlement may be underestimated if the clogging effects are not incorporated even when early field observations are available, as supported by a design example.
机译:广泛报道了石柱的堵塞(即,柱材料与周围土壤的混合物)以及其对石柱改善的软土地基固结率的阻碍作用,但在沉降估算中其影响可能更为复杂。在这项研究中,提出了一种改进的固结模型,用于在考虑到堵塞的情况下进行沉降预测。同时考虑了它对渗透性和可压缩性的影响,同时考虑了石柱中的径向和垂直流动。参数研究表明,如果堵塞的柱的渗透率下降到周围粘土的渗透率以下,则固结速率将受到很大的阻碍。短期沉降较低的主要原因是渗透率降低。相反,由于可压缩性的增加,长期沉降变大。这一发现暗示,即使有早期实地观测资料,即使没有堵塞效应,最终沉降也可能被低估,这是一个设计实例所支持的。

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