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Geotechnical Considerations for the ORBEEC Drumanard Tunnel

机译:奥尔贝克·斯通隧道的地际考虑因素

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The ORBEEC alignment required crossing the historic Drumanard property to complete the connection of I-265 between Kentucky and Indiana. The Drumanard property is listed on the National Historic Register and surface disturbance of the property is not allowed. The most viable option to overcome this obstacle required a pair of shallow three lane tunnels each approximately 1700 ft. long for the Kentucky HWY 841 approach to the proposed bridge. In order to determine the feasibility of a tunnel a limited geotechnical boring program was performed. The program included groundwater monitoring, core sampling and a small geophysical mapping program which was completed during the 2004 to 2007 time frame. These data were used for the prefeasibility study and a comprehensive test drift and underground coring program was designed and bid with the information to be used to form the geotechnical basis for a final design. For various reasons the test drift plan was abandoned and in 2011 a series of three horizontal core holes, one in each tunnel crown and one in the pillar was completed by S&ME. This data was incorporated into a comprehensive Geologic Baseline Report (GBR) and Geologic Data Report (GDR) prepared by Golder Associates. The GBR and GDR are used in the tunneling industry to present a baseline of geologic conditions a contractor may expect to encounter on a given project and used for input into planning, designing, and performing the work. Included in the GBR are the hydro-geologic conditions, the physical characteristics of the rock mass, the classification of the rock lithologic units to be excavated and the ground support requirements for initial excavation, the stress within the units, and the instrumentation requirements to monitor the reaction of the rock mass to the excavation process.
机译:orbeec对齐需要穿过历史悠久的乌马德属性,以完成肯塔基州和印第安纳州的I-265的连接。 Drumanard Property列在国家历史悠久的登记册和表面干扰上不允许。克服这个障碍的最可行的选择需要一对浅三个车道隧道,每个浅三个车道隧道大约1700英尺长。肯塔基州HWY 841的方法是拟议的桥梁。为了确定隧道的可行性,进行了有限的岩土性钻孔程序。该计划包括地下水监测,核心采样和一个小型地球物理映射计划,该计划于2004年至2007年时间范围内完成。这些数据用于前可行性研究,并设计了综合测试漂移和地下取芯程序,并以用于为最终设计形成岩土工程基础的信息而设计和出价。由于各种原因,测试漂移计划被放弃,在2011年,一系列三个水平核心孔,每个隧道冠中的一个都是由S卫生完成的。该数据纳入了由Golder Associates编制的综合地质基线报告(GBR)和地质数据报告(GDR)。 GBR和GDR用于隧道行业,以呈现土地条件的基线,承包商可能期望在给定的项目中遇到并用于投入规划,设计和执行工作。包括在GBR中是水力 - 地质条件,岩体的物理特性,岩石岩性单位的分类是挖掘和初始挖掘的地面支持要求,单位内的应力和监测的仪器要求岩体对挖掘过程的反应。

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