Method for evaluating modulus evolution of granular materials under dynamic loading

被引:0
|
作者
Tong, Lihong [1 ,2 ]
Fu, Li [1 ,2 ]
Ding, Haibin [1 ,2 ]
Lei, Zuxiang [1 ,2 ]
Wang, Rui [3 ]
Xu, Changjie [1 ,2 ]
Li, Songyan [4 ]
机构
[1] East China Jiaotong Univ, Inst Geotech Engn, Sch Civil Engn & Architecture, Nanchang 330013, Jiangxi, Peoples R China
[2] East China Jiaotong Univ, State Key Lab Performance Monitoring & Guarantee R, Nanchang 330013, Jiangxi, Peoples R China
[3] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Hydraul Engn, Beijing 100084, Peoples R China
[4] China Construct Fourth Engn Div Corp Ltd, Guangzhou 510665, Peoples R China
基金
中国国家自然科学基金;
关键词
Granular materials; Laboratory tests; Modulus evolution; Dynamic loading; CALIBRATION; MODELS; MEDIA;
D O I
10.1007/s10035-024-01434-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The softening effect has been widely accepted as the fundamental mechanical property of the granular materials, which underlies some specific phenomena such as fluidization during vibration. In this paper, a series of resonance column experiments are performed to observe the modulus softening of granular materials. A statistical softening model is subsequently proposed and its applicability is verified through a quantitative analysis of the variation of the normalized modulus by changing the external confining pressure. The average potential energy in grain contact has been found to be a power-law scaling with grain size. An evolution model is further implemented to account for the experimental findings on the evolution of modulus of the granular system subjected to different confining pressures. The modulus evolution, including softening and recovery, can be captured by the unified evolution model.Graphical AbstractShear modulus evolution
引用
收藏
页数:9
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