...
首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance
【24h】

Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance

机译:重庆砂岩全尺寸线性切削试验及与现场TBM挖掘性能的比较

获取原文
获取原文并翻译 | 示例
           

摘要

In this study, determination of some machine parameters and performance prediction for tunnel boring machine (TBM) are conducted based on laboratory rock cutting test. Firstly, laboratory full-scale linear cutting test is carried out using 432-mm CCS (constant cross section) disc cutter in Chongqing Sandstone. Then, the input parameters for TBM cutterhead design are extracted; some TBM specifications are determined and then compared to the manufactured values. Finally, laboratory full-scale linear cutting test results are compared with the field TBM excavation performance data collected in Chongqing Yangtze River Tunnel. Results show that laboratory full-scale linear cutting test results, combined with some engineering considerations, can be used for the preliminary and rough design of TBM machine capacity. Meanwhile, combined with some modification factors, it can also well predict the field TBM excavation performance.
机译:在该研究中,基于实验室岩石切割测试,进行了一些机器参数和对隧道镗床(TBM)的性能预测。 首先,在重庆砂岩中使用432毫米CCS(恒横截面)碟形切割器进行实验室全尺寸线性切割试验。 然后,提取TBM Cutterhead设计的输入参数; 确定一些TBM规范,然后与制造值进行比较。 最后,实验室全尺寸线性切削测试结果与重庆长江隧道收集的现场TBM挖掘性能数据进行了比较。 结果表明,实验室全规模的线性切削测试结果与一些工程考虑相结合,可用于TBM机器容量的初步和粗略设计。 同时,结合一些修改因子,它还可以很好地预测现场TBM挖掘性能。

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