期刊文献+

基于颗粒流模型的TBM滚刀破岩过程数值模拟研究 被引量:75

Research on numerical simulation of rock fragmentation by TBM cutters using particle flow method
在线阅读 下载PDF
导出
摘要 为了研究全断面岩石掘进机(TBM)盘型滚刀的破岩机制及其影响因素,采用颗粒流方法建立了岩石与滚刀的二维数值模型,实现了对TBM滚刀破岩过程的模拟。分析表明,滚刀的破岩过程可分为冲击挤压破碎、大量微裂纹生成、张拉性主裂纹扩展3个阶段,证实了滚刀破岩的挤压-张拉破坏理论。在滚刀侵入深度相同的前提下,随着刀圈刃角以及刃宽的增加,滚刀下的压碎区也相应增大,张拉性主裂纹数目增多,滚刀的破岩能力提高;与平刃刀圈相比,楔刃刀圈的"楔块劈裂"作用更加显著,使径向裂纹扩展得更快且更深入岩石内部。TBM滚刀对强度较高或较低岩石的破坏损伤较小,而对中等强度的岩石破坏损伤最为显著。 In order to study the rock fragmentation mechanism and its influential factors, a numerical simulation method for simulating the rock fragmentation by the tunnel boring machine (TBM) cutters is proposed which is based on particle flow code (PFC) method. With PFC method, the two dimension numerical models of rock material and TBM cutters are created. The results show that the rock fragmentation process can be divided in 3 phases, which are fragmentation by impact and extrusion, appearance of micro cracks, extending of dominating tensile cracks. And this proves the extrusion-tension theory of rock fragmentation by TBM cutters. When the cutters have the same penetration depth, and the angle and width of cutter rings become larger, the crash zone and the number of dominating tensile cracks enlarge, which means the cutter's fragmentation ability is enhanced. Compared with the plain cutter rings, the wedge effect of wedge cuter rings is more remarkable, which make the radial tensile cracks extend faster and deeper in rock material. The damage of medial strength rock by cutters is more remarkable than the high and low strength rock.
出处 《岩土力学》 EI CSCD 北大核心 2009年第9期2823-2829,共7页 Rock and Soil Mechanics
基金 国家杰出青年科学基金项目(No.50725931) 国家自然科学基金面上项目(No.50779050) 湖北省自然科学基金杰出青年人才项目(2007ABB026) “十一五”国家科技支撑计划项目(2008BAB29B01)
关键词 TBM 滚刀 破岩机制 颗粒流法 数值模拟 TBM cutter rock fragmentation mechanism particle flow method numerical simulation
  • 相关文献

参考文献11

  • 1虞和霁 金国栋 苏禾.盘形滚刀破岩机制的有限元分析.东北工学院学报,1981,28(3):79-87.
  • 2Qiu-ming GONG, Jian ZHAO, Yu-yong JIAO. Numerical modeling of the effects of joint orientation on rock fragmentation by TBM cutters[J]. Tunnelling and Underground Space Technology, 2005, (20): 183-- 191.
  • 3GONG Q M, JIAO Y Y, ZHAO J. Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters[J]. Tunnelling and Underground Space Technology, 2006, (21): 46--55.
  • 4金国栋 黄士芳 虞和霁 等.全断面岩石隧道掘进机盘刀破岩机制分析(上).制冷空调与电力机械,1981,(3):1-9.
  • 5金国栋.全断面岩石隧道掘进机盘刀破岩机制分析(下).制冷空调与电力机械,1981,(4):21-27.
  • 6金国栋 金明法.掘进机盘形窄刃滚刀.工程机械,1986,(3):26-29.
  • 7林家骐.研究盘形滚刀破岩机理与提高刀具使用寿命[J].福州大学学报(自然科学版),1990,18(1):108-113. 被引量:16
  • 8李亮,傅鹤林.TBM破岩机理及刀圈改形技术研究[J].铁道学报,2000,22(B05):8-10. 被引量:11
  • 9INNAURATO N, OGGERI C, ORESTE P P, et al. Experimental and numerical studies on rock breaking with TBM tools under high stress confinement[J]. Rack Mechanics and Rock Engineering, 2007, 40(5): 429-- 451.
  • 10周健,池永,池毓蔚,徐建平.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274. 被引量:197

二级参考文献12

  • 1金国栋.盘形滚刀破岩机理[M].沈阳:东北工学院破碎教研室,1980..
  • 2[1]Cundall P A, Strack O D L. Particle flow code in 2 Dimensions[A]. Itasca Consulting Group, Inc.,1999.
  • 3[2]Cundall P A, Strack O D L. A discrete numerical model for graunlar assemblies[J]. Geotechnique, 1979,29(1):47~65
  • 4[1]Broms B B. Methods of calculating the ultimate bearing capacity of piles: a summary[J]. Sol-Soils, Frence, 1966, 5(18-19):21-31.
  • 5[2]Bond A J , Jardine R J. Shaft capacity of displacement piles in a high OCR clay[J]. Géotechnique, 1995, 45(1) 3-23.
  • 6[3]António G F. de Sousa coutinho prediction of the horizontal load-displacement curves of pile groups based on the results of single pile tests[J]. Canadian Geotechnical Journal, 2000. 37(5): 951-962.
  • 7[4]Hamouche K K Leroueil,S Roy M Tension tests on wedge- piles in sensitive clays[J]. Canadian Geotechnical Journal, 2000, 37(4): 918-925.
  • 8[5]Cho Y S Bang, Preber. T Transition of soil friction during suction pile installation[J]. Canadian Geotechnicl Journal, 2002, 39(5): 1 118-1 125.
  • 9[6]Cundall P A. Particle Flow Code in 2 Dimensions zcommand and FISH reference summary[M]. Minnesota: Itasca Consulting Group Inc. 1999.
  • 10刘春.秦岭隧道Ⅰ线(北口)使用TBM施工初探[J].铁道工程学报,1998,(10).

共引文献247

同被引文献621

引证文献75

二级引证文献572

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部