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BP NORTHSTAR CONCRETE SPREAD FOOTINGS

机译:BP Northstar混凝土蔓延

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摘要

BP Exploration (Alaska) Inc. constructed a drilling and production gravel island in the Beaufort Sea near Prudhoe Bay Alaska in 2000. Several heavy modules were placed on the frozen, winter-placed gravel in the summer of 2000 and in the summer of 2001. Reinforced concrete spread footings placed on the gravel with insulation directly beneath were used to support the loads. Performance of the footings has been measured continuously since installation. It was found that footings could not be placed during the month of June when surface thaw is occurring, but those placed in subsequent months have performed well. Total settlements of about 175 mm average have occurred since 2000 and the maximum differential settlement footing to footing has been 41 mm to November 2004. Settlement rates have decreased from an initial peak of 1.9 mm/day during the first 90 days of 2000, to 0.08 mm/day during the next year, to 0.03 mm/day for the remainder of the time. Footings installed in 2001 have had an average settlement rate of 0.025 mm/day overall. Settlement rates are trending to zero and shut off of settlement is likely.
机译:BP勘探(阿拉斯加)Inc.于2000年在Prudhoe Bay Alaska附近的Beaufort海上建造了钻孔和生产砾石岛。在2000年夏天和2001年夏天,将几种重型模块放在冷冻,冬季放置的砾石上。用直接下面的钢筋混凝土涂抹在砾石上的钢筋混凝土涂抹距离用于支撑载荷。自安装以来一直在持续测量基础的性能。有人发现,当表面解冻时,在6月份的月份中不能放置基位,但在随后的几个月中表现出色。自2000年自2000年以来发生约175毫米平均值的总沉降,最大差动结算距离为2004年11月至11月。2000年前90天的初始峰值从1.9毫米/天的初始峰减少到0.08毫米/天在明年,剩余时间的0.03毫米/天。安装在2001年的基础平均结算率为0.025毫米/天。结算率趋向于零,也可能关闭结算。

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