...
首页> 外文期刊>Tunnelling and underground space technology >Geostatistical estimation of Ground Class prior to and during excavation for the Caldecott Tunnel Fourth Bore project
【24h】

Geostatistical estimation of Ground Class prior to and during excavation for the Caldecott Tunnel Fourth Bore project

机译:Caldecott Tunnel第四孔项目挖掘前和挖掘前和挖掘前的地质统计估算

获取原文
获取原文并翻译 | 示例
           

摘要

One of the most significant challenges when tunneling in rock is predicting the true tunneling conditions along the alignment. Prior to excavation, engineers rely on sparse borehole information and a knowledge of the regional geology and tectonics to estimate anticipated tunneling conditions and associated spatial uncertainty. As more data become available during excavation, in some projects, geologists and engineers construct maps of the tunnel face that record the tunneling conditions at closely-spaced intervals along the tunnel, which can be used to update predictions of tunneling conditions just ahead of the face. This work used a variogram-based geostatistical algorithm (indicator kriging) with both borehole data and face maps from the completed Caldecott Tunnel Fourth Bore in California, USA to predict anticipated tunneling conditions and associated uncertainty both prior to and during excavation to integrate information available at different times during the life of the project. First, borehole data available prior to excavation were used to estimate anticipated tunneling conditions using two methods which attempt to represent a relationship between measured borehole data and anticipated tunneling conditions; these methods were compared using the face maps collected during excavation as verification. When comparing the two methods in the context of two geologic units from the Caldecott Tunnel Fourth Bore, one of the methods produced reasonable uncertainty predictions for both geologic units, while the second produced excellent uncertainty predictions in one geologic unit and poor uncertainty predictions in the other geologic unit due to the geometrical configuration of the boreholes. The former method was used to assess the impact of face maps on predicted tunneling conditions in both geologic units, and it was found that a large reduction in uncertainty can be achieved 1-5 m ahead of the face when incorporating face maps into updated geostatistical calculations.
机译:在岩石中隧穿时最重要的挑战是预测沿着对准的真正隧道条件。在挖掘之前,工程师依赖于稀疏的钻孔信息以及区域地质和构造知识,以估计预期的隧道条件和相关的空间不确定性。随着更多数据在挖掘过程中可用,在某些项目中,地质学家和工程师构造隧道面的映射,该隧道面的映射沿着隧道的紧密间隔的间隔记录隧道条件,这可以用于更新隧道条件的预测,立即更新。这项工作使用了基于变速仪的地质统计算法(指示灯克里格),其中来自美国加利福尼亚州的已完成的Caldecott隧道第四孔的钻孔数据和面部地图,以预测预期的隧道条件以及在挖掘之前以及在挖掘期间的相关不确定性,以整合可用的信息项目生命中的不同时间。首先,使用在挖掘之前获得的钻孔数据用于使用试图代表测量的钻孔数据和预期的隧道条件之间的关系的方法来估计预期的隧道条件;使用在挖掘过程中收集的面部图进行比较这些方法。当比较来自Caldecott隧道第四孔的两个地质单元的上下文中的两种方法时,其中一个方法为两个地质单位产生了合理的不确定性预测,而第二个在一个地质单位中产生了出色的不确定性预测,另一个地质单位和其他地区的不确定性预测产生了良好的不确定性预测由于钻孔的几何配置,地质单元。以前的方法用于评估面部地图对两种地质单位预测隧道条件的影响,并且发现当将面部图结合到更新的地统计计算时,可以在面部前方1-5米实现不确定性的大大降低。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号