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AN ENCOUNTER WITH BOULDERS DURING SOFT GROUND TUNNELING IN WAYNE COUNTY, MICHIGAN: A CASE HISTORY

机译:在密歇根州韦恩县软土地隧道中遇到巨石:一个案例历史

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From 1996 to 2001, Wayne County and 13 suburban Detroit communities constructed the Downriver Regional Storage and Transport System (DRSTS) to improve area water quality, protect public health and alleviate basement flooding. The project consisted of a 10-mile long storage and transport tunnel, a pump station at the existing wastewater treatment plant, 9 miles of relief sewers (6 in tunnel and 3 in open cut). The work was separated into 10 contracts. Due to hydraulic design requirements and other constraints, the tunnel profile was located generally 65 feet below ground surface within a soft to medium clay strata which skimmed along the top of a very dense glacial till "hardpan" overlaying bedrock. Boulders within the tunnel bore were recognized as a significant, but indeterminate risk. This paper presents a case history of the owner's contracting strategy for risk assumption and management of the boulder impacts on the project. Actual conditions encountered during construction and contractual adjustments made to address problems are reviewed, and recommendations for future contracts are included.
机译:从1996年到2001年,韦恩县和13个郊区底特律社区构建了下行区域储存和运输系统(DRST),以提高面积水质,保护公共卫生,缓解地下室洪水。该项目由一家10英里长的储存和运输隧道,现有废水处理厂的泵站,9英里的浮雕下水道(隧道中有6个,开放式切割)。这项工作分为10个合同。由于液压设计要求和其他约束,隧道轮廓通常在柔软到中粘土地层下方65英尺,沿着非常致密的冰川顶部脱脂,直到“Hardpan”覆盖基岩。隧道孔内的巨石被认为是显着的,但不确定的风险。本文介绍了业主承包战略的案例历史,用于博尔德对项目的影响。审查了在施工和合同调整期间遇到的实际情况,并审查了问题,并包括未来合同的建议。

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