期刊文献+

采用随机生长四参数生成法构造黏土微观结构 被引量:31

Micro-structure of clay generated by quartet structure generation set
下载PDF
导出
摘要 针对黏土微观结构复杂、构造困难的问题,采用随机生长四参数生成法构造黏土微观结构.介绍随机生长四参数生成法,构造黏土微观结构的基本原理和详细的生成步骤,联合应用Matlab和AutoCADVBA编制相应的程序,讨论构造的黏土微观结构对地下水渗流的影响.程序生成的微观结构可以直接导入有限元程序,便于采用数值分析软件研究微观结构相关问题.构造的黏土颗粒大小分布、形状各异,孔隙结构微小,迂回曲折,与真实的黏土微观结构相似. It's very difficult to construct the complex micro-structure of clay. A multi-parameter random generation-growth method, quartet structure generation set (QSGS) was introduced to model the microstructure of clay. The basic principle of QSGS was introduced, and the generation step of QSGS was con- structed. The corresponding procedures were compiled with Matlab and AutoCAD VBA. The impact of the structure of clay microstructure on groundwater seepage was discussed by a case study. The microstructure of clay generated by QSGS can be directly imported into finite element method, and many issues of the microscale can be analyzed by numerical analysis software. The size distribution, shapes, micro-pore structure, circuitous of the constructed clay particle were quite similar to the real micro-structure of clay.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2010年第10期1897-1901,共5页 Journal of Zhejiang University:Engineering Science
基金 国家"973"重点基础研究发展规划资助项目(2008CB418104)
关键词 黏土微观结构 表征体元(REV) 随机生长四参数生成法 MATLAB AUTOCAD VBA micro-structure of clay representative volume elementary (REV) multi-parameter random generation-growth method, quartet structure generation set (QSGS) Matlab AutoCAD VBA
  • 相关文献

参考文献8

  • 1TACHER L, PERROCHET P, PARRIAUX A. Generation of granular media [J]. Transport in Porous Media, 1997, 26(1): 99-107.
  • 2PILOTTI M. Generation of realistic porous media by grains sedimentation [J]. Transport in Porous Media, 1998, 33(3): 257-278.
  • 3刘勇军,朱岳明,丰土根,钱敏,曹为民.随机土体结构模型理论及应用[J].岩土工程学报,2001,23(3):354-357. 被引量:7
  • 4WANG M, PAN N. Numerical analyses of effective dielectric constant of multiphase microporous media[J]. Journal of Applied Physics, 2007, 101(11) : J14102 - 1 - 114102 - 8.
  • 5NARSILIO G A, BUZZI O P, FITYUS S G, et al. Upscaling of Navier-Stokes equations in porous media theoretical, numerical and experimental approach [J] Computers and Geotechnics, 2009, 36:1200 - 1206.
  • 6薛定谔A E.多孔介质中的渗流物理[M].王鸿勋,张朝琛,孙书琛译.北京:石油工业出版社,1982.25-33.
  • 7李仁民,刘松玉.Femlab软件及其在岩土工程中的应用[J].中外公路,2007,27(6):7-10. 被引量:2
  • 8PIVONKA P, NARSILIO G A, LI Ren-min, et al. Electrodiffusive transport in charged porous media: from the particle-level scale to the macroscopic scale using volume averaging [J]. Journal of Porous Media, 2009, 12(2): 101-118.

二级参考文献7

  • 1沈珠江.结构性粘土的非线性损伤力学模型[J].水利水运科学研究,1993(3):247-255. 被引量:67
  • 2钱家欢.土力学[M].南京:河海大学出版社,1990.125-137.
  • 3COMSOLAB. FEMLAB Version 3. 1, Reference Manual, November 2004.
  • 4The Mathworks, Inc. Matlab Manual, Version 6. 5, June 2002.
  • 5M.A. Biot. General Theory of Three--Dimensional Consolidation[J]. J. Appl. Phys. ,1941(12).
  • 6J. Korsawe, G. Starke, W. Wang, O. Kolditz, Finite Element Analysis of Poro--Elastic Consolidation in Porous Media:Standard and Mixed Approaches[J]. Comput. Methods Appl. Mech. Engrg. ,2006.
  • 7沈珠江.砂土液化分析的散粒体模型(英文)[J].岩土工程学报,1999,21(6):742-748. 被引量:30

共引文献15

同被引文献290

引证文献31

二级引证文献140

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