期刊文献+

粉土动态回弹模量预估模型评估与改进 被引量:1

Prediction and Modified Models of Dynamic Resilient Modulus for the Silt
下载PDF
导出
摘要 为了综合评估粉土动态回弹模量对围压和偏应力的显著依赖性,在既有粉土在不同含水率和压实度下的动三轴试验基础上,采用典型的应力相关复合模型对试验结果进行了参数回归和预测能力评价。为提高回弹模量预估模型的适用性,考虑八面体剪应力在预估模型中的比例,对已有模型进行了改进。结果表明,不同的回弹模量预估模型对试验数据的拟合效果有较大的差异,而改进的模型具有较高的决定系数,提高了回弹模量的预估准确度。 For comprehensively assessment of the significant dependent of the dynamic resilient modulus on confining pressure and deviatoric stress,the stress dependent composite models were adopted to perform parameter regression and evaluation of prediction ability based on the dynamic triaxial experi- ments under different moisture contents and compaction degrees. A modified model was proposed by con- sidering the proportion of octahedral shear stress in the prediction model to improve the applicability of re- silient modulus prediction model. Results showed that there is a large difference in predicting experiments and the modified model has a high determination coefficient,which implied that the modified model im- proved the accuracy in predicting the resilient modulus.
出处 《公路工程》 北大核心 2015年第6期24-29,共6页 Highway Engineering
基金 国家自然科学基金重点项目(U1361204) 交通部西部交通建设科技项目(2011318785760) 湖南省交通科技项目(201310)
关键词 粉土 回弹模量 应力相关 预估模型 回归分析 silt resilient modulus stress-dependent prediction model regression analysis
  • 相关文献

参考文献12

  • 1H B, Chan C K, Lee C E. Resilience characteristics of sub- grade soils and their relation to fatigue failures in asphalt pave- fnents[ C] //Proceedings International Conference on Structural Design of Asphalt Pavement. Michigan, 1962,611 - 636.
  • 2黄仰贤.路面分析与设计[M].北京:人民交通出版社,1994..
  • 3Lekarp F, Isacsson U, Dawson A. State of the Art. I: Resilient Re- sponse of Unbound Aggregates. Journal of Transportation Engineer- ing [ J ]. 2000,126 ( 1 ), 66 -75.
  • 4Witczak M W,Qi Xi- cheng, Muhammad W M. Use of nonlinear subgrade modulus in AASHTO design procedure [ J ]. Journal of Transportation Engineering, 1995,121 (3) ,273 - 282.
  • 5Tommy C, Hopkins, Tony L, et al. Resilient modulus of Kentucky sobs (R). Lexington : University of Kentucky,2004,57 - 64.
  • 6Ni B, Hopkins T C, Sun L, et al. Modeling the resilient modulus of soils [ C ]//Proceedings of the 6th International Conference on the Bearing Capacity of Roads, Railways and Airfields. Lisbon : 2002, (2) :1131 - 1142.
  • 7董城,冷伍明,李志勇.粉土动态回弹模量试验研究[J].中南大学学报(自然科学版),2012,43(12):4834-4839. 被引量:16
  • 8Uzan J. Characterization of Granular Materials. In Transportation Research Record 1022, TRB, National Research Council, Washing- ton D C,1985,52-59.
  • 9陈声凯,凌建明,罗志刚.路基土回弹模量应力依赖性分析及预估模型[J].土木工程学报,2007,40(6):95-99. 被引量:45
  • 10凌建明,苏华才,谢华昌,官盛飞.路基土动态回弹模量的试验研究[J].地下空间与工程学报,2010,6(5):919-925. 被引量:53

二级参考文献55

共引文献127

同被引文献7

引证文献1

二级引证文献3

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