Effects of Particle Breakage on the Mechanical Behavior of Calcareous Sand Under Confined Compression Tests

被引:6
作者
Luo, Mingxing [1 ,2 ]
Liu, Xiaoxuan [3 ]
Zhong, Li [1 ]
Wang, Xingxiao [4 ]
Wu, Cai [1 ]
机构
[1] Hubei Engn Univ, Sch Civil Engn, Xiaogan 432000, Hubei, Peoples R China
[2] Hubei Engn Univ, Hubei Small Town Dev Res Ctr, Xiaogan 432000, Peoples R China
[3] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Hubei, Peoples R China
[4] CEVIA Recycling Technol Co Ltd, Zhengzhou 450000, Henan, Peoples R China
关键词
Particle breakage; Calcareous sand; Confined compression; Compression modulus; Particle size curve distribution; SHEAR BEHAVIOR; SOILS; MODEL;
D O I
10.1007/s40999-023-00933-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Particle breakage plays a pivotal role in shaping the deformation behavior of granular soils when subjected to compression. To comprehensively assess the influence of particle breakage on the evolution of particle size distribution and the compression characteristics of calcareous sand, this study conducted 63 sets of confined compression tests on calcareous sand, specifically under high-pressure conditions. The results indicated that the compression behavior of calcareous sand can be classified into three distinct stages within the logarithmic coordinate system of void ratio (e) and vertical pressure (sigma(v)): (1) sigma(v) < 2.18 MPa, (2) 2.18 MPa < sigma(v) < 4.35 MPa, and (3) sigma(v) > 4.35 MPa, with the first and third stages representing linear relationships. Furthermore, the concept of yield stress ascertained within the e-log sigma(v) coordinate system proves invaluable in assessing the effects of the initial void ratio (e(0)) and particle size (d) on particle breakage. Notably, when sigma(v) exceeds 2.18 MPa, the relative breakage index experiences a substantial increase. The characteristic particle sizes (d(10), d(30), d(50), and d(60)) of calcareous sands exhibit a consistent decrease with an increase in the relative breakage index (B-r); however, this relationship is independent of e(0) but is closely related to the particle size (d) of calcareous sands. The one-dimensional compression characteristics of calcareous sand are effectively represented using a power function relationship, and a formula for calculating the compression modulus (E-s) of calcareous sand is theoretically derived. The deformation (Delta s) of calcareous sand can be calculated using the index parameters obtained through the E-s-sigma(v) curve method. In addition, a method for computing the preconsolidation pressure (p(c)) of calcareous sand is introduced. This method uses the parameter (e(b)) as an indicator of particle breakage and has been experimentally validated.
引用
收藏
页码:1407 / 1424
页数:18
相关论文
共 53 条
[1]   The Behavior of Bushehr Carbonates Sand in the Persian Gulf Under Different Intermediate Principal Stresses [J].
Aghajani H.F. ;
Salehzadeh H. .
Indian Geotechnical Journal, 2018, 48 (04) :640-649
[2]   Energy Equilibrium During Crushing of Sandy Soils Under Isotropic Compression [J].
Aghajani, Hamed Farshbaf ;
Salehzadeh, Hossein ;
Rezvani, Reza .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2016, 41 (04) :1531-1542
[3]   A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil [J].
Ahadi, Alireza ;
Shahnazari, Habib ;
Karimpour-Fard, Mehran .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2023, 41 (11) :1199-1215
[4]   Changes to particle characteristics associated with the compression of sands [J].
Altuhafi, F. N. ;
Coop, M. R. .
GEOTECHNIQUE, 2011, 61 (06) :459-471
[5]  
[蔡正银 Cai Zhengyin], 2019, [水利学报, Journal of Hydraulic Engineering], V50, P184
[6]  
Casagrande A., 1936, P 1 INT C SOIL MECH, V3, P60
[7]   THE MECHANICS OF UNCEMENTED CARBONATE SANDS [J].
COOP, MR .
GEOTECHNIQUE, 1990, 40 (04) :607-626
[8]   Effect of texture of carbonate soils in South Iran coasts on aggregate crushing [J].
Fatemiaghda, Mahmoud ;
Shahnazari, Habib ;
Karami, Hamid Reza ;
Talkhablu, Mehdi .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2017, 35 (07) :986-998
[9]   Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography [J].
Guida, G. ;
Casini, F. ;
Viggiani, G. M. B. ;
Ando, E. ;
Viggiani, G. .
GEOTECHNIQUE LETTERS, 2018, 8 (02) :155-160
[10]  
Hamidi A, 2009, INT J CIV ENG, V7, P61