土工基础

›› 2012, Vol. 26 ›› Issue (2): 70-73.

• 工程实录 • 上一篇    下一篇

大理岩三轴压缩试验的颗粒流模拟

 姚涛1，任伟2，阙坤生3，王运栋4   

  1. (1.住房和城乡建设部标准定额研究所，北京 100835； 2.中科院武汉岩土力学研究所，武汉 430071； 3.浙江省电力设计院，杭州 310012； 4.中冶南方工程技术有限公司，武汉 430223)
  • 收稿日期:2011-05-17 出版日期:2012-04-20 发布日期:2012-04-27
  • 作者简介:姚涛（1983-）,男,住房和城乡建设部标准定额研究所助理工程师，研究方向为工程建设标准化研究与管理。

Simulation of Triaxial Tests of Marble Samples through the Particle Flow Code

YAO Tao1， REN Wei2，QUE Kunsheng3， WANG Yundong4   

  1. (1. Standard and Norms Research Institute， Ministry of Housing and UrbanRural Development， Beijing， 100835; 2. Wuhan Institute of Rock and Soil Mechanics， Chinese Academy of Sciences， Wuhan， 430071; 3. Zhejiang Electric Power Design Institute， Hangzhou， 310012；4. WISDRI Engineering & Research Incorporation Limited， Wuhan， 430223)
  • Received:2011-05-17 Online:2012-04-20 Published:2012-04-27

摘要： 进行了大理岩在不同围压下的三轴压缩颗粒流模拟，通过试验对比分析，发现经由颗粒流单轴压缩试验模拟得到的微观参数可以较好地应用到三轴压缩试验模拟中；颗粒流程序可以较好地模拟大理岩在单轴、三轴压缩试验中的强度变形特性，得到的强度参数与试验值差距较小，但弹性模量无法反映实际试验中的变化过程，泊松比存在较大差距。

关键词: 颗粒流, 单轴, 三轴, 强度, 变形

Abstract: The paper simulates triaxial tests of marble under different confining pressures by the particle flow code (PFC). It is noted that the micro parameters derived from the uniaxial tests can be used to simulate triaxial tests. The comparisons between the results of PFC numerical simulations and laboratory test show good agreement with the tested Mohr-Coulomb strength parameters. However, the PFC simulations could not reflect the change of the elastic modulus in the actual testing. The significant differences also exist in the tested and simulated Poisson's Ratio values.

Key words: Particle Flow Coe Simulation, Uniaxial Compression, Triaxial Compression, Rock Shear Strength, Deformation of Rock Samples