首页> 外文会议>American Society of Civil Engineers triannual international conference >Port of Oakland Wharf and Embankment Strengthening Program Phase 3 Final Design and Construction of Wharf Modifications for Deepening of Berths 23-26 30
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Port of Oakland Wharf and Embankment Strengthening Program Phase 3 Final Design and Construction of Wharf Modifications for Deepening of Berths 23-26 30

机译:奥克兰港口码头和路堤加强计划第3期最终设计和码头修改的泊位,深化泊位23-26和30

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The Wharf and Embankment Strengthening Program (WESP) is a three-phase program to evaluate the seismic vulnerability, berthing capacity, and waterside crane beam capacity of selected, older container wharves within the Port of Oakland, located on the eastern side of San Francisco Bay in a highly seismic region. This project is in conjunction with channel deepening at the Port to -50 feet MLLW which will enable the Port to handle larger ships, provided the wharves can withstand loading demands from the larger vessels and the larger cranes required to service them. This paper describes the details of the implementation of WESP Phase 3, Final Design and Construction of Wharf Modifications for Deepening of Berths 23-26 & 30. The design team was tasked with mitigating the following deficiencies identified in previous phases: 1. Berths 23-26 & 30: Stabilize the embankment to maintain the current seismic integrity of the wharves and embankments for post-dredge conditions 2. Berths 23-25: Replace outdated fendering with modern energy-absorbing units to handle vessels 20 years into the future; provide new mooring bollards with a total capacity of 330 kips (unfactored) associated with larger, future vessels; and upgrade the waterside (WS) crane beam to handle a larger maximum operating load of 51.0 klf (factored) associated with larger cranes. Landside crane beams did not require strengthening. 3. Berths 26 & 30: Adjust the breasting line to coincide with the new fender systems on Berths 23-25, utilizing the existing fenders. This paper details challenges that the design team encountered to achieve the design goals while minimizing the Port's investment in these older facilities. 4. Embankment stabilization was achieved by installing an underwater, cantilevered sheet pile wall at the toe of the existing slope 5. The WS crane beam was strengthened by support from new transverse girders added below the existing deck.
机译:码头和路堤加强计划(WESC)是一项三相计划,以评估所选较旧集装箱码头的地震脆弱性,停泊能力和水边起重机梁容量,位于旧金山湾东侧的奥克兰港口内所选的旧集装箱码头在高度地震区域。该项目与端口深化的通道加深到-50英尺MLLW,这将使船舶能够处理较大的船舶,只要码头可以承受从较大的船舶和服务所需的较大的起重机的加载需求。本文介绍了WESP阶段3,最终设计和码头修改的实施的细节,深化泊位23-26和30.设计团队的任务是减轻前期阶段确定的以下缺陷:1。泊位23- 26&30:稳定堤防,以维持船闸后堤坝和堤防的目前地震完整性2.泊位23-25:用现代能源吸收单位取代过时的挡泥板,处理20年的船只进入未来;提供新的系泊系船柱,总容量为330 kips(未加工),与更大的未来船只相关联;并升级水边(WS)起重机光束以处理与较大的起重机相关的51.0 kLf(因子)的最大最大工作负荷。陆地起重机梁不需要加强。 3.泊位26和30:使用现有的挡泥板调整乳房线以与泊位23-25上的新挡泥板系统重合。本文详述了设计团队遇到实现设计目标的挑战,同时最大限度地降低了港口对这些较老的设施的投资。 4.通过在现有坡度的脚趾上安装水下悬臂板桩壁实现了路堤稳定5.通过从现有甲板下方的新横向梁上的支持,通过支持加强了WS起重机梁。

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