A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing

被引:0
|
作者
Tang, Yaolan [1 ,2 ]
Wang, Shun [3 ]
Chen, Liuxin [4 ]
Chen, Jiarui [1 ]
Zhang, Chunshun [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[3] Wuhan Univ, State Key Lab Water Resources Engn & Management, Wuhan 430072, Peoples R China
[4] Monash Univ, ARC Ind Transformat Res Hub ITRH,SPARC Hub, Dept Civil Engn, Clayton Campus, Clayton, Vic 3800, Australia
来源
GEOTECHNIQUE | 2024年
基金
中国国家自然科学基金;
关键词
particle crushing; calcareous sand; critical state; compressibility; hypoplastic model; CRITICAL-STATE; CONSTITUTIVE MODEL; BREAKAGE MECHANICS; EVOLUTION; CLAY;
D O I
10.1680/jgeot.24.01284
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The impact of particle crushing and relative density on calcareous sand is substantial; however, relevant studies, particularly in constitutive modelling, remain limited. To address this gap, a gradation-density-dependent hypoplastic model has been developed to predict the behaviour of calcareous sand under crushing conditions. First, particle crushing is quantified and represented through a proposed gradation evolution law. The reduction in void ratio on normal consolidation lines (NCLs) and critical state lines (CSLs) is then decomposed into two components: particle rearranging and crushing. By integrating the developed grain size distribution (GSD) evolution and the void ratio reduction, the model effectively captures the gradation-density-dependent features of NCLs and CSLs. These features are subsequently incorporated into a hypoplastic framework, resulting in a gradation-density-dependent hypoplastic model for calcareous sands. The proposed model demonstrates a strong agreement with a series of experimental results for calcareous sands with varying relative densities.
引用
收藏
页数:43
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