首页> 外文期刊>Canadian Geotechnical Journal >DESIGN OF LARGE-DIAMETER DRILLED SHAFTS FOR THE NORTHUMBERLAND STRAIT BRIDGE PROJECT
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DESIGN OF LARGE-DIAMETER DRILLED SHAFTS FOR THE NORTHUMBERLAND STRAIT BRIDGE PROJECT

机译:东北地区海峡大桥工程大直径钻杆设计

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The Northumberland Strait bridge, recently named the Confederation Bridge, is a 12.9 km long bridge crossing Northumberland Strait between Borden, Prince Edward Island, and Bayfield, New Brunswick. The bridge must withstand large horizontal loads that are due to ice impact, wind, and wave action on the piers and superstructure. The abutment and the 14 shallow water approach piers located on the New Brunswick side of the strait are supported on groups of large-diameter drilled piles socketed into weak sedimentary rock. Pile designs are based on shaft resistance developed within the bedrock. Preliminary calculations indicated that piles were required with average socket lengths of about 13.5 m. A pile load test was carried out at the New Brunswick abutment for the purpose of refining the shaft design parameters. The pile load test was successful in allowing a 55% reduction in the average design socket lengths. [References: 13]
机译:诺森伯兰海峡大桥,最近被称为联邦大桥,是一座长12.9公里的桥梁,横跨诺森伯兰海峡,横跨爱德华王子岛的博登和新不伦瑞克省的贝菲尔德。桥梁必须承受因冰撞击,风和波浪作用在墩台和上部结构上而产生的较大水平载荷。位于海峡新不伦瑞克一侧的桥台和14个浅水进近码头由装在弱沉积岩中的大直径钻探桩组支撑。桩的设计基于基岩内部产生的竖井阻力。初步计算表明,要求桩的平均承窝长度约为13.5 m。为了改善竖井设计参数,在新不伦瑞克(New Brunswick)基台进行了桩载荷测试。桩载荷测试成功地使平均设计承窝长度减少了55%。 [参考:13]

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