期刊文献+

基于AHP方法的锚杆支护方案优化 被引量:2

Optimum design of scheme for anchor rods reinforcement by AHP method
在线阅读 下载PDF
导出
摘要 根据层次分析法(AHP)的基本原理,提出边坡支护方案的评价体系,构建了层次分析模型,分析判断矩阵,并作一致性检验,从而确定边坡的优化支护方案,利用FLAC3D数值建模,分析了优化方案对于目标因素的影响。 Based on the basic theory of Analytic Hierarch Process(AHP), judgement system of reinforcement schemes for slope is introduced. The AHP model is founded. By analyzing judgement matrix and consistency, the optimum design for the slope reinforcement is chosen. By FLAC3D, the influence of the optimum design to the object factor is analyzed.
机构地区 中南大学
出处 《山西建筑》 2006年第3期99-100,共2页 Shanxi Architecture
关键词 AHP 判断矩阵 边坡稳定 锚杆支护 AHP, judgement matrix, slope stability, anchor rod reinforcement
  • 相关文献

参考文献4

二级参考文献9

共引文献46

同被引文献18

  • 1郭院成,王立明,曾力.基于位移控制的单支点桩锚支护结构的优化设计[J].郑州大学学报(工学版),2004,25(4):4-7. 被引量:6
  • 2韩美贵.研究型大学教师绩效模糊综合评价探究[J].数学的实践与认识,2005,35(12):62-67. 被引量:22
  • 3郑颖人,孔亮.岩土塑性力学[M].北京:中国建筑工业出版社,2010.
  • 4吴中伟 廉慧珍.高性能混凝土[M].北京:中国铁道出版社,1998..
  • 5Osgouia R R, 0nalb E. An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI) [J]. Engineering Geology, 2009, 107(3/4): 154- 166.
  • 6Bjurstrom S. Shear strength of hard rock joints reinforced by grouted intentioned bolts [C]. 3rd ISRM Congress, Denver, USA, 1974:1194- 1199.
  • 7Hibino S, Motijama M. Effects of rock bolting in jointly rock [C]. International Symposium on Weak Rock, Tokyo, Japan, 1981: 1057- 1062.
  • 8Grasselli G. 3D behaviour of bolted rock joints: Experimental and numerical study [J] International Journal of Rock Mechanics & Mining Sciences, 2005, 42(1): 13-24.
  • 9Hoek R E, Brown E T. Empirical strength criterion for rock masses [J]. Journal of the Geotechnical Engineering Division, ASCE, 1980, 106(9): 1013-1035.
  • 10Brown E T. Strength of models of rock with intermittent joints [J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, 96: 1935- 1959.

引证文献2

二级引证文献8

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