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Axial Capacity, Setup and Acceptance of Large Diameter Driven Pipe Piles New East Span San Francisco-Oakland Bay Bridge

机译:大直径驱动管桩新东跨旧金山 - 奥克兰湾大桥轴向容量,设置和验收

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The San Francisco-Oakland Bay Bridge is one of the most heavily traveled bridges in the world. The east span of the bridge will be replaced due to seismic safety concerns. The new bridge will be founded mostly on large 2.5-meter diameter, approximately 60-to 100-meter long pile foundations. Piles foundations will experience tension loads of up to approximately 80 to 90 MN and compression loads of up to approximately 120 to 140 MN during the design earthquake. The Pile Installation Demonstration Project was conducted as a part of the Seismic Safety Project to evaluate the soil resistance along the pile length, soil plug behavior and the generation of excess pore pressures during driving on the skin and end bearing resistance of the pile, and the soil pile set-up. Also, validity of the procedures used to predict the soil resistance to driving and predicted blow counts were verified with the field observed blow counts and the energy that was delivered to the pile.
机译:旧金山 - 奥克兰湾大桥是世界上最沉重的桥梁之一。由于地震安全问题,桥的东跨度将被取代。新桥将主要成立,大约为2.5米,大约60至100米长的桩基。在设计地震期间,桩基础将在设计地震期间经历高达约80至90毫升的张力载荷,高达大约120至140平方米的压缩载荷。桩安装示范项目作为地震安全项目的一部分进行,以评估沿着桩长,土塞行为和在桩的皮肤和末端轴承电阻上的桩长,土壤栓行为和多余孔隙压力产生的土壤阻力。土堆建设。此外,用来用野外观察到的吹入计数和送到桩的吹击和能量来验证用于预测驾驶和预测吹吹计数的土壤抗性的程序的有效性。

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