Effects of particle size on the particle breakage of calcareous sands under impact loadings. (25th July 2022)
- Record Type:
- Journal Article
- Title:
- Effects of particle size on the particle breakage of calcareous sands under impact loadings. (25th July 2022)
- Main Title:
- Effects of particle size on the particle breakage of calcareous sands under impact loadings
- Authors:
- Chen, Sha-sha
Zhang, Jun-hui
Long, Zhi-lin
Kuang, Du-min
Cai, Yang - Abstract:
- Graphical abstract: Highlights: Effects of particle size on the particle breakage behavior under impact loadings were studied by experimental tests. The critical energy was proposed to explain the impact resistance of sand. The "breakage sensitivity index" Bd was proposed to evaluate the breakage sensitivity of samples. Abstract: Particle breakage of calcareous sands under impact loadings, closely related to marine and geotechnical engineering, has attracted a great deal of attention. This paper presents the results of a study on the effect of particle size on particle breakage characteristic of calcareous sands that underwent different degrees of particle breakage. Calcareous and quartz sands of four different particle size (i.e., 5.00–2.00 mm, 2.00–1.00 mm, 1.00–0.50 mm and 0.50–0.25 mm) were subjected to impact loadings with different input energies. By defining particle size distribution (PSD) using fractal methods, it is found that the PSD evolution of quartz sands is similar to that of calcareous sands. Compared with quartz sands, the particle size related fractal behavior of calcareous sands is more easily affected by the initial particle size. The compressibility of calcareous sands is greater than that of quartz sands. The volumetric deformation of the above two kinds of sand can be divided into three typical stages: initial compression stage, failure stage and stability stage. Unlike calcareous sands, quartz sands can reach the stability stage at a low inputGraphical abstract: Highlights: Effects of particle size on the particle breakage behavior under impact loadings were studied by experimental tests. The critical energy was proposed to explain the impact resistance of sand. The "breakage sensitivity index" Bd was proposed to evaluate the breakage sensitivity of samples. Abstract: Particle breakage of calcareous sands under impact loadings, closely related to marine and geotechnical engineering, has attracted a great deal of attention. This paper presents the results of a study on the effect of particle size on particle breakage characteristic of calcareous sands that underwent different degrees of particle breakage. Calcareous and quartz sands of four different particle size (i.e., 5.00–2.00 mm, 2.00–1.00 mm, 1.00–0.50 mm and 0.50–0.25 mm) were subjected to impact loadings with different input energies. By defining particle size distribution (PSD) using fractal methods, it is found that the PSD evolution of quartz sands is similar to that of calcareous sands. Compared with quartz sands, the particle size related fractal behavior of calcareous sands is more easily affected by the initial particle size. The compressibility of calcareous sands is greater than that of quartz sands. The volumetric deformation of the above two kinds of sand can be divided into three typical stages: initial compression stage, failure stage and stability stage. Unlike calcareous sands, quartz sands can reach the stability stage at a low input energy. For calcareous sands or quartz sands, the breakage sensitivity of fine particles is more significant than that of coarse particles. This could be attributed to their different coordination numbers. Particles with smaller coordination numbers undergo larger impact loadings, resulting in the higher breakage sensitivity than particles with larger coordination numbers. Finally, an empirical model for estimating the degree of particle breakage by volumetric deformation is proposed. … (more)
- Is Part Of:
- Construction & building materials. Volume 341(2022)
- Journal:
- Construction & building materials
- Issue:
- Volume 341(2022)
- Issue Display:
- Volume 341, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 341
- Issue:
- 2022
- Issue Sort Value:
- 2022-0341-2022-0000
- Page Start:
- Page End:
- Publication Date:
- 2022-07-25
- Subjects:
- Particle size -- Particle breakage -- Impact loading -- Calcareous sand -- Fractal theory
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2022.127809 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 21922.xml