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Analysis of Effect of CFG Pile Composite Foundation Pile Spacing on Embankment Stability Based on Centrifugal Model Tests

机译:基于离心模型试验的CFG桩复合桩间距对堤防稳定性影响分析

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The cement-fly ash-gravel (CFG)pile composite foundation played an important role in increasing the soft soil foundation strength and stability, and decreasing the foundation settlement etc, because that the pile strength potentiality could be fully developed and soils bearing capacity also could be fully utilized. The analysis of interaction rules among flexible embankment, CFG pile, soils, and cushion was the key factor to keep the CFG pile composite foundation stability. Three centrifugal model tests with different CFG pile spacing were conducted to research the effect of pile spacing on the CFG pile composite foundation stability, and the surrounding soils press, pile top press, pile strain etc were measured. It was shown that the embankment instability modes were different with CFG pile spacing. CFG pile composite foundation stability was affected by pile spacing, pile quality, and embankment height etc. Instability of CFG pile composite foundation was complicated, but not only for pile or soil destroyed.
机译:水泥 - 飞灰 - 碎石(CFG)桩复合地基在增加软土地基强度和稳定性方面发挥了重要作用,并降低了基础沉降等,因为桩强度潜力可以完全开发,土壤承载力也可以充分利用。柔性路堤,CFG桩,土壤和垫子之间的相互作用规则分析是保持CFG桩复合地基稳定性的关键因素。进行了三种离心模型试验,采用不同的CFG桩间距进行研究,研究桩间距对CFG桩复合地基稳定性的影响,并测量周围土壤压榨机,桩顶压力,桩株等。结果表明,堤防不稳定模式与CFG桩间距不同。 CFG桩复合地基稳定性受桩间距,桩质量和堤防高度等影响。CFG桩复合地基的不稳定性复杂,但不仅适用于桩或土壤破坏。

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