期刊文献+

基于正交试验和层次分析法的散体材料堆实验研究 被引量:2

Experimental Study of Granular Materials Based on Orthogonal Test and AHP
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摘要 通过对散体材料堆竖向加载的正交试验,采用极差分析和层次分析法分析不同的堆积高度,粒径大小,及加载速率下对散体材料堆抵抗竖向荷载破坏能力的影响.研究结果表明:堆积高度对抵抗力影响很大,粒径大小和加载速率对抵抗力影响较小,抵抗力随堆积高度增大而减小,随粒径大小和加载速率增大而增大. By the vertical loaded orthogonal of the granular materials, under the different heights, parti- cle sizes, and loading rates, the range analysis and AHP analysis are used to determine the impact of the a- bility of the granular materials on the resistance to vertical load damage. The results show that the height has a bigger impact on resistance than particle size and loading rate. As the height increases,the resistance decreases ;as the particle size and loading rate increase, the resistance also increases.
出处 《甘肃科学学报》 2009年第3期151-154,共4页 Journal of Gansu Sciences
基金 国家自然科学基金(10402112) 兰州理工大学科研专项基金(SB04200701)
关键词 层次分析法 正交试验 散体材料堆 抵抗力 AHP orthogonal test granular materials resistance
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参考文献7

  • 1Gennes P G de. Granular Matter:a Tentative View[J]. Reviews of Modern Physics, 1999,71 (2) : S374-S382.
  • 2Geng J, Howell D, Longhi E, et al. Footprints in Sand: The Response of a Granular Material to Local Perturbations[J]. Physical Review Letters,2001,87(3) :251-258.
  • 3Bak P, Tang C, Wiesenfeld K. Self-organized Criticality [J]. Phys. Rev, A, 1988,38 : 364-374.
  • 4蒋红英,鲁进步,苗天德.大粒径颗粒材料结构的实验分析及模型建立[J].甘肃科学学报,2008,20(1):135-138. 被引量:1
  • 5蒋红英,刘杰,柯志华,沈金生,杨晓强.正交试验法在颗粒材料堆自组织分析中的应用[J].甘肃科学学报,2008,20(3):122-125. 被引量:10
  • 6陈魁.试验设计与分析[M].北京:清华大学出版社,2005:72—138.
  • 7运筹学编写组.运筹学[M].北京:科学出版社,2002.

二级参考文献15

  • 1蒋红英,苗天德,鲁进步.二维颗粒堆中力传递的一个概率模型[J].岩土工程学报,2006,28(7):881-885. 被引量:16
  • 2Gennes P G , de. Granular Matter, a Tentative View[J]. Reviews of Modern Physics,1999,71(2):S374-S382.
  • 3Kadanoff L P. Built Upon Sand:Theoretical Ideas Inspired by Granular Flows[J]. Reviews of Modern Physics, 1999,71(1): 435-444.
  • 4Herrmann H J, Luding S, Cafiero R. Dynamics of Granular Systems[J]. Physica A, 2001,295 : 93-100.
  • 5Wittmer J P,et al. An Explanation for the Central Stress Minimum in Sand Piles[J]. Nature, 1996,382: 336-338.
  • 6Geng J, Howell D, Longhi E, et al. Footprints in Sand t The Response of a Granular Material to Local Perturbations. [J]Physical Review Letters,2001,87(3):251-258.
  • 7Behringer R P. The Dynamics of Flowing Sand [J]. Nonlinear Science Today, 1993,3(3) :2-15.
  • 8陈魁.试验设计与分析[M].北京:清华大学出版社,2005:72—138.
  • 9Herrmann H.J,Luding S,Cafiero R.Dynamics of Granular Systems[J].Physica A,2001,295:93-100.
  • 10A.Ngadi and J.Rajchenbach.Intermittencies in the Compression Process of a Model Granular Medium[J].Physical Review Letters,1998,(80):2273-276.

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