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Improving Soft soil Using Combined Cement Deep Mixing Column and Preloading with Prefabricated Vertical Drains

机译:使用组合水泥深混合柱改善软土,预制垂直漏斗预加载

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Either deep mixing method (DMM) or preloading method has been used independently to improve the soft soil foundation. Each method has its own benefits. A combined approach was applied for the improvement of thick soft clayey foundation in an experimental section of an expressway embankment. Short DMM column was used to improve the shallow soft soils, and long prefabricated vertical drains (PVDs) was inserted between DMM columns to promote the consolidation of deep soft soils under the embankment load. The static load tests and the field monitoring of settlements and earth pressures were carried out before and during and construction process and the preloading period. The results revealed that this combined method succeeded in consolidation of deep soft soils underneath the DMM column. Contrasting to the long DMM column, shorter column is cost effectively and can also satisfy the requirement of the bearing capacity. In the section treated by the combined method, the stress under the embankment distributes more evenly.
机译:深度混合方法(DMM)或预载方法已独立使用,以改善软土基础。每种方法都有自己的好处。应用组合方法在高速公路路堤的实验部分中改善厚软粘土基础。使用短DMM柱来改善浅软土,并且在DMM柱之间插入长期预制的垂直漏极(PVD),以促进在路堤载荷下的深软土壤的固结。在和施工过程和预加载期之前和期间进行了静载试验和沉降和地球压力的现场监测。结果表明,这种组合方法成功地在DMM柱下方的深软土壤上进行了合并。与Long DMM柱对比,较短的柱子有效地成本,也可以满足承载能力的要求。在由组合方法处理的部分中,堤防下的应力均匀地分布。

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