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CPT-based pile shaft friction in calcareous sands of western Indian offshore

机译:基于CPT的岩石砂砂砂砂砂砂砂

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Out of the 4 (four) widely accepted CPT-based pile capacity methods for offshore driven piles, for two of the methods - ICP and UWA methods - modifications have been suggested by researchers for application on calcareous sands. Unit shaft friction of piles driven through predominantly calcareous sand zones have been examined for 4 (four) piles which met refusal at 2 (two) sites in western Indian offshore. Values from "modified" CPT-based methods were compared with results of CAPWAP analysis. Study on the sites shows that 'modified ICP' and 'modified UWA' methods predict local shaft friction values that are generally lower compared to those obtained from CAPWAP analysis. Interestingly, the average unit shaft frictions over the length of the piles in sand predicted by individual CPT-based methods allowed by API (2007) for siliceous sands, are within about 30% of the values derived from CAPWAP.
机译:在4(四)广泛接受的基于CPT的CPT的绒球上用于离岸驱动桩的桩容量方法 - 对于两种方法 - ICP和UWA方法 - 研究人员对钙质沙子的应用提出了修改。通过主要钙质沙子推动的桩的单位轴摩擦已被检查4(四个)桩,在西印度海外西部的2(两种)位点拒绝拒绝。将“修改”基于CPT的方法的值与Capwap分析结果进行了比较。在网站上的研究表明,“改进的ICP”和“改进的UWA”方法预测与从Capwap分析中获得的那些相比通常降低的局部轴摩擦值。有趣的是,通过API(2007)用于硅子砂的单个CPT的方法预测的砂桩长度的平均单位轴摩擦在填充胶囊的约30%内。

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