• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
迟世春, 贾宇峰. 土颗粒破碎耗能对罗维剪胀模型的修正[J]. 岩土工程学报, 2005, 27(11): 31-34.
引用本文: 迟世春, 贾宇峰. 土颗粒破碎耗能对罗维剪胀模型的修正[J]. 岩土工程学报, 2005, 27(11): 31-34.
CHI Shichun, JIA Yufeng. Rowe’s stress-dilatancy model modified for energy dissipation of particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 31-34.
Citation: CHI Shichun, JIA Yufeng. Rowe’s stress-dilatancy model modified for energy dissipation of particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 31-34.

土颗粒破碎耗能对罗维剪胀模型的修正

Rowe’s stress-dilatancy model modified for energy dissipation of particle breakage

  • 摘要: 采用Hardin建议的公式来度量颗粒破碎及其耗能。根据罗维最小能比原理,推导得到破碎修正的屈服函数微分方程。对围压300kPa时,进行了微分方程的数值积分,得到了屈服面图形。与原始罗维剪胀模型相比,经过颗粒破碎修正的罗维剪胀模型具有低剪胀性等明显优点。

     

    Abstract: Hardin’s functions were applied to quantify particle breakage and its energy dissipation.A differential equation of yield function was derived,which was amended for particle breakage according to Rowe’s minimum energy ratio principle.As for confining pressure of 300 kPa,numerical integration of the differential function was employed and yield surface was obtained.Compared with the traditional Rowe’s stress-dilatancy model,the Rowe’s stress-dilatancy model amended for particle breakage is of some obvious advantages such as lower dilatancy,etc.

     

/

返回文章
返回