期刊文献+

黏土微结构各向异性评估的谱系聚类方法 被引量:6

Pedigree cluster method to evaluate geometrical anisotropy of soil micro-structure
原文传递
导出
摘要 由谱系聚类原理,给出了基于各种欧氏距离,即最长距离、最短距离、类平均距离和重心距离的微结构参数间的距离递推公式和微结构参数聚类过程,建立了黏土微结构几何属性的聚类方法。为了评估微结构参数几何各向异性的显著性,给出了各向异性系数的定义。对取自成层地基的某一样品进行了研究,其水平截面、竖直截面和45o截面上的SEM照片二值化参数分析结果表明,根据类平均距离法和重心距离法计算得到的各向异性系数非常接近,因此能很好反映自然固结成层地基的几何各向异性。另外,谱系聚类方法的分析结果与主成分分析方法的分析结果完全一致,这进一步说明,成层地基的几何各向异性是显著的。 Respectively for each type of Euclidean distance, namely the maximum distance, the minimum distance, the average distance and the centrobaric distance, recursion formulae of distance between micro-structure parameters are deduced based on the pedigree cluster principle. Afterward, pedigree cluster method and corresponding process for clay micro-structure parameters are put forward to classify geometrical characters, and anisotropy coefficient is defined to evaluate significance of geometrical anisotropy. Studies on some SEM photos, taken in horizontal, vertical and 45° inclined planes from a layered soil sample, show that the anisotropy coefficient calculated by the average distance method is almost the same as that by the centrobaric distance method. In addition, the conclusion drawn by the pedigree cluster method is consistent with that by the principal component analysis method, and it illustrates that the geometrical anisotropy of the layered soil is distinct.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2010年第1期109-114,共6页 Chinese Journal of Geotechnical Engineering
基金 中国博士后科学基金资助项目(20080430091) 中国博士后科学基金特别资助项目(200902276) 天津市高等学校科技发展基金计划项目(20071005)
关键词 土微结构 几何各向异性 谱系聚类 类间距离 类内距离 micro-structure geometrical anisotropy pedigree cluster cluster distance cluster inner distance
  • 相关文献

参考文献13

  • 1SAADA Adel S, OU Chin Der. Strain-stress relations and failure of anisotropic clays[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1973, 99(SM12): 1091 - 1111.
  • 2BUDIMAN Jeff S, STEIN Sture, KO Hon Yim. Constitutive behavior of stress-induced anisotropic cohesive soil[J]. Journal of Geotechnical Engineering, ASCE, 1992, 118(9): 1348 - 1359.
  • 3KINYA Miura, SEIICHI Miura, SHOSUKE Toki. Deformation behavior of anisotropic dense sand under principal stress axes rotation[J]. Soils and Foundations, 1986, 26(1): 36 - 52.
  • 4王洪瑾,张国平,周克骥.固有和诱发各向异性对击实粘性土强度和变形特性的影响[J].岩土工程学报,1996,18(3):1-10. 被引量:23
  • 5姚仰平,孔玉侠,宋美娜.考虑原生各向异性土的统一硬化模型[J].工业建筑,2008,38(8):6-9. 被引量:6
  • 6黄茂松,廖俊展,魏星,王卫东.软土应力各向异性及其对深基坑工程的影响[J].地下空间与工程学报,2005,1(4):502-505. 被引量:4
  • 7余天堂.岩土材料固有各向异性的模拟[J].岩石力学与工程学报,2004,23(10):1604-1607. 被引量:13
  • 8SU S F, LIAO H, LIN Y H. Base stability of deep excavation in anisotropic soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1998, 124(9): 809- 819.
  • 9WHEELER Simon J, NAATANEN Anu, KARSTUNEN Minna, et al. An anisotropic elasto-plastic model for soft clays[J]. Canadian Geotechnical Journal, 2003, 411(2): 403 - 418.
  • 10WENG M C, JENG F S, HSIEH Y M, et al. A model for stress-induced anisotropic softening of weak sandstones[J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 4(4): 1 - 12.

二级参考文献42

共引文献70

同被引文献60

引证文献6

二级引证文献30

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