关于“基于突变理论的深井巷道临界深度”的讨论

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英文篇名：DISCUSSION ON“A STUDY ON THE CRITICAL DEPTH OF DEEP ENTRY WITH CATASTROPHE THEORY” 中文刊名：岩石力学与工程学报 英文刊名：Chinese Journal of Rock Mechanics and Engineering 作者：潘岳 ; 张勇 英文作者：PAN Yue ; ZHANG Yong(College of Civil Engineering ; Qingdao Technological University ; Qingdao 266520 ; China) 出版日期：2005-08-30 机构：青岛理工大学土木工程学院,青岛理工大学土木工程学院 山东青岛266520 ,山东青岛266520 年：2005 期：16 出版单位：岩石力学与工程学报

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引文

[1]勾攀峰,汪成兵,韦四江.基于突变理论的深井巷道临界深度[J].岩石力学与工程学报,2004,23(24):4137–4141.(Gou Panfeng,Wang Chengbing,Wei Sijiang. A study on the critical depth of deep entry with catastrophe theory[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(24):4137–4141.(in Chinese))
    [2]贾乃文.粘塑性力学及工程应用[M].北京:地震出版社,2000.51–52.(Jia Naiwen. Viscoplasticity and Its Application to Engineering[M]. Beijing:Earthquake Press,2000.51–52.(in Chinese))
    [3]凌复华.突变理论——历史、现状和展望[J].力学进展,1984,14(4):289–403.(Ling Fuhua. History,present and advances of the catastrophe theory[J]. Advances in Mechanics,1984,14(4):289–403.(in Chinese))
    [4]潘岳,王志强.圆形硐室岩爆的折迭突变模型[J].岩土力学,2005,26(2):175–181.(Pan Yue,Wang Zhiqiang. Fold catastrophe model of circular tunnel rockburst[J]. Rock and Soil Mechanics,2005,26(2):175–181.(in Chinese))