首页> 外文会议>2011 rapid excavation and tunneling conference >RECENT ADVANCES IN COMPUTERIZED LARGEDIAMETER JET GROUTING TECHNOLOGY IN THE SANTA CLARA VALLEY BASIN FORMATION SAN FRANCISCO BAY AREA-BART WARM SPRINGS EXTENSION
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RECENT ADVANCES IN COMPUTERIZED LARGEDIAMETER JET GROUTING TECHNOLOGY IN THE SANTA CLARA VALLEY BASIN FORMATION SAN FRANCISCO BAY AREA-BART WARM SPRINGS EXTENSION

机译:圣克拉拉谷盆地地层旧金山湾地区-巴特温热扩张的计算机化大直径射流灌浆技术的最新进展

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摘要

A specialized high volume, computerized jet grouting process was implementedrnfor an extensive ground improvement operation that was critical to the success of thern“Cut and Cover” tunnel construction at the Bay.Area Rapid.Transit (BART)-FremontrnCentral Park Subway, Warm Springs Extension project in California. A combination ofrncomplex geologic conditions together with the seismically active Hayward fault and thernHayward Fault Aquifer, presented monumental challenges to the tunnel constructionrnoperations. A total of over 115,000 cubic meters (150,000 cubic yards) of jet groutedrnbottom plug was installed along the rail alignment to facilitate tunnel construction withoutrndisturbance to existing facilities and to mitigate groundwater infiltration into thernunderground construction areas. Advanced state-of-the-practice innovations in realtimerncomputerized quality control monitoring contributed to the successful completionrnof the extensive grout plug. An enhanced quality control program, including two fullrndepth limited initial production excavation cofferdams was proposed by the Contractorrnand accepted by BART. The comprehensive approach to quality control and the partneringrnefforts with BART to address the highly variable subsurface conditions andrnrelated quality control challenges led to an expedited start of both production jet groutrnoperations and follow-on tunnel construction activities. The jet grout plug work wasrncompleted ahead of schedule and within budget.
机译:为实现广泛的地面改良操作,实施了专门的大批量计算机喷射注浆工艺,这对于在海湾完成“切割与覆盖”隧道的成功至关重要。区域快速公交(BART)-弗里蒙特中央公园地铁站,暖泉扩建加利福尼亚的项目。复杂的地质条件以及地震活跃的海沃德断层和海沃德断层含水层的结合,对隧道的施工提出了巨大的挑战。沿铁路路线总共安装了超过115,000立方米(150,000立方码)的喷射式注浆底塞,以促进隧道施工而不会干扰现有设施,并减轻地下水渗入地下施工区域的情况。实时计算机质量控制监控方面的先进实践创新为广泛的灌浆塞的成功完成做出了贡献。承包商提出了增强的质量控制程序,包括两个全深度有限的初始生产开挖围堰,并被BART接受。全面的质量控制方法以及与BART共同应对地下条件高度变化以及相关的质量控制挑战的努力,导致了生产射流灌浆作业和后续隧道建设活动的迅速启动。喷射浆塞工作提前完成并在预算范围内完成。

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