山东大学学报 (工学版) ›› 2020, Vol. 50 ›› Issue (4): 70-79.doi: 10.6040/j.issn.1672-3961.0.2019.744
• • 上一篇
施雪松1,管清正2,王文扬1,许振浩1,林鹏1*,王孝特1,刘洁1
SHI Xuesong1, GUAN Qingzheng2, WANG Wenyang1, XU Zhenhao1, LIN Peng1*, WANG Xiaote1, LIU Jie1
摘要: 为了研究节理特征对全断面掘进机(tunnel boring machine, TBM)盘形滚刀破岩的影响,采用颗粒流方法建立盘形滚刀与含平行双节理岩体的二维数值模型,进行不同节理倾角和间距的30组数值试验,根据数值试验结果研究岩体破裂模式、滚刀竖向接触力峰值随节理倾角和间距的变化规律、滚刀破岩过程中细观裂纹扩展规律。研究结果表明:不同的节理特征下,滚刀破岩可以分为4种基本的破裂模式;滚刀竖向接触力峰值随节理倾角的增大呈现先减小后增大的趋势,在节理倾角为30°或45°时最小,在节理倾角为90°时最大;滚刀竖向接触力峰值随节理间距的增大总体上呈现增大趋势;随滚刀的贯入,滚刀竖向接触力与细观裂纹个数有3个关联的变化阶段。通过研究TBM滚刀与节理岩体相互作用机制,揭示不同节理特征对滚刀破岩的影响规律,对TBM滚刀的合理设计和施工有一定的指导意义。
中图分类号:
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