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基于Monte Carlo-BP神经网络TBM掘进速度预测 被引量:21

Prediction on penetration rate of TBM based on Monte Carlo-BP neural network
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摘要 预测隧道工程中TBM掘进速度,主要有完全经验的、半理论半经验的模型和人工智能等方法,所用参数均为确定性的,未考虑参数存在的随机性,故导致预测结果的不准确性。基于此,提出了Monte Carlo-BP神经网络TBM掘进速度预测模型,着重考虑了一些重要输入参数的随机性,其中输入参数重要性的大小通过粗糙集进行计算排序。采用Monte Carlo产生随机数时,由于参量的样本数据的有限,分布函数均采用阶梯形经验分布函数。如果采用的数据是来自不同类型的TBM,则应当考虑机器性能参数,并重新对参数重要性进行排序。实例计算表明,Monte Carlo-BP神经网络模型预测结果和实测值总体趋势和均值比较一致。 Penetration rate of TBM is mainly predicted by fully empirical, semi-theoretical, semi-empirical models and artificial intelligence in engineering. The parameters used in these models are all deterministic and their uncertainties are neglected, so it leads to inaccuracy of the results. Because of this, a Monte Carlo-BP network model is proposed and the uncertainty of some important parameters are considered in this model. The importance of each parameter is calculated by rough set. Due to the limit of sample data, stepped empirical distributed function is used when Monte Carlo is used to produce random numbers. If sample data are not from the same type TBM, the TBM performance parameters should be considered and the importance of parameters should be calculated again. It is proved that the calculated results of proposed model are in accordance with measured results.
出处 《岩土力学》 EI CAS CSCD 北大核心 2009年第10期3127-3132,共6页 Rock and Soil Mechanics
基金 国家十一五科技支撑项目(No.2006BAB04A06)
关键词 TBM掘进速度 MONTE Carlo-BP神经网络 参数重要性 粗糙集 penetration rate of TBM Monte Carlo-BP neural network the importance of parameters rough set
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参考文献13

  • 1YAGIZ S. Utilizing rock mass properties for predicting TBM performance in hard rock condition[J]. Tunnelling and Underground Space Technology, 2008, 23(3): 326 -339.
  • 2ROSTAMI J, OZDEMIR L. A new model for performance prediction of hard rock TBM[C]// Proceedings of Rapid Excavation and Tunneling Conference. Las Vegas: Bowerman L D, 1993: 793-809.
  • 3ROSTAMI J, OZDEMIR L, NILSEN B. Comparison between CSM and NTH hard rock TBM performance predition models[C]//Proceedings of the Annual Conference of the Institution of Shaft Drilling Technology, Las Vegas: [s. n.], 1996:1 - 11.
  • 4YAGIZ S. Development of rock fracture and brittleness indices to quantify the effects of rock mass features and toughness in the CSM model basic penetration for hard rock tunneling machines[D]. Golden, Colorado, USA: Colorado School of Mines, 2002.
  • 5龚秋明,赵坚,张喜虎.岩石隧道掘进机的施工预测模型[J].岩石力学与工程学报,2004,23(z2):4709-4714. 被引量:42
  • 6BARTON N. TBM tunneling in jointed and faulted rock[M]. Rotterdam: A. A. Balkema, 2000.
  • 7SAPIGNI M, BERTI M, BETHAZ E, et al. TBM performance estimation using rock mass classifications[J] International Journal of Rock Mechanics and Mining Sciences, 2002, 39:771-788.
  • 8ALVAREZ GRIMA M, BRUINES P A, VERHOEF P N W. Modelling tunnel boring machine performance by Neuro-Fuzzy methods[J]. Tunneling and Underground Space Technology, 2000, 15(3): 259-269.
  • 9OKUBO S, KFUKUI K, CHEN W. Expert system for applicability of tunnel boring machines in Japan[J]. Rock Mechanics and Rock Engineering, 2003, 36(4): 305- 322.
  • 10BENARDOS A G, KALIAMPAKOS D C. Modeling TBM performance with artificial neural networks[J]. Tunneling and Underground Space Technology, 2004, 19: 597-605.

二级参考文献36

  • 1夏克文.模糊相似比方法的改进[J].煤田地质与勘探,1994,22(5):59-60. 被引量:1
  • 2玄光男 程润伟.遗传算法与工程设计[M].北京:科学出版社,1998..
  • 3[1]Graham P C. Rock Exploration for machine manufacturers, in exploration for rock engineering[A]. In: Bieniawski Z T ed. Proceedings of the Symposium[C]. Rotterdam: A. A. Balkema, 1976, 173~180
  • 4[2]Farmer I W, Glossop N H. Mechanics of disc cutter penetration[J].Tunnels and Tunnelling, 1980, 12:622~625
  • 5[3]Hughes H M. The relative cuttability of coal measures rock[J]. Mining Science and Technology, 1986, 3:95~109
  • 6[4]Nelson P P. Tunnel boring machine performance in sedimentary rock[Doctorate Dissertation][D]. USA: The Graduate School of Cornelll University, 1983
  • 7[5]O'Rourke J E, Spring J E, Coudray S V. Geotechnical parameters and tunnel boring machine performance at Goodwill Tunnel, California[A].In: Nelson, Laubach eds. Rock Mechanics Models and Measurements Challenges from Industry, Proc. of the 1st North American Rock Mechanics Symposium, The University of Texas at Austin[C].Rotterdam: A.A. Balkema, 1994
  • 8[6]Rostami J. Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure [Doctorate Dissertation][D]. Golden, Colorado, USA: Dept. of Mining Engineering, Colorado School of Mines, 1997
  • 9[7]Cheema S. Development of a rock mass boreability index for the performance of tunnel boring machines[Doctorate Dissertation][D].Golden, Colorado, USA: Dept. of Mining Engineering, Colorado School of Mines, 1999
  • 10[8]Hoek E, Marinos P, Benissi M. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses[J]. The Case of the Athens Schist Formation Bull Engg. Geol.Env., 1998, 57(2): 151~160

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