Particle breakage characteristics and grading evolution of calcareous sand under various stress paths

被引:0
作者
Luo, Mingxing [1 ,2 ,4 ]
Liu, Xiaoxuan [3 ]
Zhong, Li [1 ,2 ]
Wu, Cai [1 ,2 ]
机构
[1] Hubei Engn Univ, Sch Civil Engn, Dept Civil Engn, Xiaogan, Peoples R China
[2] Hubei Engn Univ, Hubei Small Town Dev Res Ctr, Xiaogan, Peoples R China
[3] Wuhan Univ Technol, Sch Civil Engn & Architecture, Dept Geotech Engn, Wuhan, Peoples R China
[4] Hubei Engn Univ, Sch Civil Engn, Xiaogan 432000, Peoples R China
关键词
Particle breakage; stress path; triaxial testing; calcareous sand; particle size distribution; SIZE DISTRIBUTION; CRITICAL-STATE; MODEL; BALLAST; SOIL; DEM; COMPRESSION; PRESSURE; BEHAVIOR; ENERGY;
D O I
10.1080/1064119X.2024.2302060
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Stress path is a key factor affecting the particle breakage of calcareous sand. In this study, the effects of stress path variations on calcareous sand particle breakage were investigated through triaxial compression tests across four distinct stress paths. Additionally, the gradation evolution of calcareous sand during particle breakage was analyzed. Furthermore, the correlation between the total input energy and characteristic particle size was investigated through energy dissipation analysis. The results indicated that the relative breakage index increases gradually with an increase in the maximum deviatoric stress and final volumetric strain, irrespective of the stress path. However, the dilatancy of calcareous sand is related to the relative breakage index as well as the stress path. Notably, the relationship between the relative breakage index and the total input energy can be represented using a power function. A gradation evolution model was formulated based on the results of energy dissipation analysis, and its validity was verified. The results confirmed the model's effectiveness in predicting the particle breakage evolution in both single-gradation and continuous-gradation calcareous sand specimens, accounting for the effects of the various stress paths.
引用
收藏
页码:1767 / 1782
页数:16
相关论文
共 59 条
[51]   One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures [J].
Xu, Dong-sheng ;
Huang, Ming ;
Zhou, Yang .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (09)
[52]   DEM study on the effect of particle breakage on the macro- and micro-behavior of rockfill sheared along different stress paths [J].
Xu, Ming ;
Hong, Juntian ;
Song, Erxiang .
COMPUTERS AND GEOTECHNICS, 2017, 89 :113-127
[53]   An approach to predict soil particle breakage and gradation evolution for carbonate sands [J].
Yang, Yang ;
Tian, Yinghui ;
Zhang, Chunhui ;
Wang, Le ;
Zhou, Mi ;
He, Junbiao .
POWDER TECHNOLOGY, 2022, 404
[54]   Particle breakage in triaxial shear of a coral sand [J].
Yu, Fangwei .
SOILS AND FOUNDATIONS, 2018, 58 (04) :866-880
[55]  
[张季如 Zhang Jiru], 2020, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V42, P1593
[56]   Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage [J].
Zhang, Jiru ;
Luo, Mingxing .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (04)
[57]  
[张季如 ZHANG Jiru], 2008, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V30, P783
[58]  
[赵飞翔 Zhao Feixiang], 2019, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V41, P1707
[59]   New Gradation Equation and Applicability for Particle-Size Distributions of Various Soils [J].
Zhu, Jun-Gao ;
Guo, Wan-Li ;
Wen, Yan-Feng ;
Yin, Jian-Hua ;
Zhou, Cheng .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (02)