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Effect of Particle Breakage on Strength Characteristics of Limestone Aggregate

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Abstract

Particle breakage is one of the issues that significantly affect the strength characteristics of aggregate. In this paper, the strength of pre-crushed limestone aggregate was evaluated through investigating the friction angle, stress–strain behaviour, and single-particle strength. The particle breakage phenomenon was studied for samples prepared at different conditions, including non-soaked samples, water-soaked samples, and acid-soaked samples. The purpose of preparing the samples at different conditions was to simulate the effect of environmental factors on the breakage behaviour of limestone aggregate. The test program of this paper consists of two phases of triaxial tests: the initial shearing and second shearing. The test results showed remarkable variations among the samples since limestone aggregate tended to experience more particle breakage after being soaked in water and acid solution. Also, the volume change results exhibited an increase in dilation as the breakage index increases. The test results of this study presented the importance of considering the role of environmental factors in evaluating the particle breakage of limestone aggregate.

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Data Availability

The datasets generated during and/or analysed during the current study are not publicly available due to the technical or time limitations but are available from the corresponding author on reasonable request.

References

  • Alaei E, Mahboubi A (2012) A discrete model for simulating shear strength and deformation behaviour of rockfill material, considering the particle breakage phenomenon. Granul Matter 14(6):707–717

    Article  Google Scholar 

  • Albadri WM, Noor MJM, Alhani IJ (2021) The relationship between the shear strength and water retention curve of unsaturated sand at different hydraulic phases. Acta Geotechnica 16:1–15

    Article  Google Scholar 

  • Alhani IJ, Noor MJBM, Al-Bared MAM, Harahap ISH, Albadri WM (2020) Mechanical response of saturated and unsaturated gravels of different sizes in drained triaxial testing. Acta Geotechnica 15(11):3075–3093

    Article  Google Scholar 

  • Alhani IJ, Noor MJM, Albadri WM (2018) Membrane penetration effects on shear strength and volume change of soil during triaxial test. AIP conference proceedings. AIP Publishing LLC. 2020a(1), 020008

  • Alhani IJ, Albadri WM, Noor MJM, Wong SY, Wong KY (2020) Technique to avoid membrane punching during triaxial test of crushed aggregate. Transp Infrastruct Geotechnol 8:1–12

    Google Scholar 

  • Alsaadi KA, Aljorany AN (2021) Experimental and numerical study on the pullout resistance of a single and group of granular pile anchor (GPA) in soft soils. Modern Applications of Geotechnical Engineering and Construction. 133–145

  • Bakhshipour Z, Asadi A, Huat BB, Sridharan A, Kawasaki S (2016) Effect of acid rain on geotechnical properties of residual soils. Soils Found 56(6):1008–1020

    Article  Google Scholar 

  • Beck K, Al-Mukhtar M, Rozenbaum O, Rautureau M (2003) Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire valley—France. Build Environ 38(9–10):1151–1162

    Article  Google Scholar 

  • Bilodeau JP, Dore G, Pierre P (2007) Erosion susceptibility of granular pavement materials. Int J Pavement Eng 8(1):55–66

    Article  Google Scholar 

  • Bishop AW (1966) The strength of soils as engineering materials. Rankine Lect Geotech 16(2):91–130

    Article  Google Scholar 

  • Canakci H, Sidik W, Kilic IH (2015) Effect of bacterial calcium carbonate precipitation on compressibility and shear strength of organic soil. Soils Found 55(5):1211–1221

    Article  Google Scholar 

  • Chen Q, Indraratna B, Carter JP, Nimbalkar S (2016) Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space. Can Geotech J 53(4):646–658

    Article  Google Scholar 

  • Corvo F, Reyes J, Valdes C, Villaseñor F, Cuesta O, Aguilar D, Quintana P (2010) Influence of air pollution and humidity on limestone materials degradation in historical buildings located in cities under tropical coastal climates. Water Air Soil Pollut 205(1–4):359

    Article  Google Scholar 

  • Eyssautier C, Marin BS, Thomachot-Schneider C, Fronteau G, Schneider A, Gibeaux S, Vazquez P (2016) Simulation of acid rain weathering effect on natural and artificial carbonate stones. Environ Earth Sci 75(9):748

    Article  Google Scholar 

  • Fukumoto T (1992) Particle breakage characteristics of granular soils. Soils Found 32(1):26–40

    Article  Google Scholar 

  • Gratchev I, Towhata I (2011) Compressibility of natural soils subjected to long-term acidic contamination. Environ Earth Sci 64(1):193–200

    Article  Google Scholar 

  • Guo W, Huang Y, Fourie A, Wu Y (2019) Mathematical model revealing the evolution of particle breakage and particle-size distribution for rockfill during triaxial shearing. Eur J Environ Civ Eng 25(5):893–908

    Article  Google Scholar 

  • Hardin BO (1985) Crushing of soil particles. J Geotech Eng 111(10):1177–1192

    Article  Google Scholar 

  • Indraratna B, Salim W (2002) Modelling of particle breakage of coarse aggregates incorporating strength and dilatancy. P I Civil Eng-Geotec 155(4):243–252

    Article  Google Scholar 

  • Indraratna B, Sun QD, Nimbalkar S (2015) Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage. Can Geotech J 52(1):73–86

    Article  Google Scholar 

  • Indraratna B, Salim W (2005) Mechanics of ballasted rail tracks: a geotechnical perspective. CRC Press, Boca Raton

    Google Scholar 

  • Kuttah D, Arvidsson H (2017) Effect of groundwater table rising on the performance of a Swedish-designed gravel road. Transp Geotech 11:82–96

    Article  Google Scholar 

  • Marsal RJ (1967) Large-scale testing of rockfill materials. J Soil Mech Found Div 93(2):27–43

    Article  Google Scholar 

  • Meng J, Li XA (2019) Effects of carbonate on the structure and properties of loess and the corresponding mechanism: an experimental study of the Malan loess, Xi’an area. China Bull Eng Geol Environ 78(7):4965–4976

    Article  Google Scholar 

  • Miura N, Yamanouchi T (1975) Effect of water on the behavior of a quartz-rich sand under high stresses. Soils Found 15(4):23–34

    Article  Google Scholar 

  • Mun W, McCartney JS (2017) Roles of particle breakage and drainage in the isotropic compression of sand to high pressures. J Geotech Geoenviron Eng 143(10):04017071

    Article  Google Scholar 

  • Pedrotti M, Tarantino A (2018) Effective stresses for unsaturated states stemming from clay microstructure. Geomech Energy Envir 15:74–84

    Article  Google Scholar 

  • Peng Y, Ding X, Xiao Y, Deng X, Deng W (2020) Detailed amount of particle breakage in multi-sized coral sands under impact loading. Eur J Environ Civ Eng 26(6):2344–2353

    Article  Google Scholar 

  • Raisianzadeh J, Mohammadi S, Mirghasemi AA (2019) Micromechanical study of particle breakage in 2D angular rockfill media using combined DEM and XFEM. Granul Matter 21(3):48

    Article  Google Scholar 

  • Salgado R, Bandini P, Karim A (2000) Shear strength and stiffness of silty sand. J Geotech Geoenviron Eng 126(5):451–462

    Article  Google Scholar 

  • Sharma A, Ramkrishnan R (2016) Study on effect of microbial induced calcite precipitates on strength of fine grained soils. Perspect Sci 8:198–202

    Article  Google Scholar 

  • Valdes JR, Koprulu E (2007) Characterization of fines produced by sand crushing. J Geotech Geoenviron Eng 133(12):1626–1630

    Article  Google Scholar 

  • Wang T, Liu S, Feng Y, Yu J (2018) Compaction characteristics and minimum void ratio prediction model for gap-graded soil-rock mixture. Appl Sci 8(12):2584

    Article  Google Scholar 

  • Wu M, Wang J (2020) A DEM investigation on crushing of sand particles containing intrinsic flaws. Soils Found 60:562–572

    Article  Google Scholar 

  • Yu F (2017) Particle breakage and the drained shear behavior of sands. Int J Geomech 17(8):04017041

    Article  Google Scholar 

  • Zhang Y, Ishikawa T, Tokoro T, Nishimura T (2014) Influences of degree of saturation and strain rate on strength characteristics of unsaturated granular subbase course material. Transp Geotech 1(2):74–89

    Article  Google Scholar 

Download references

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Correspondence to Wael M. Albadri.

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Alhani, I.J., Albadri, W.M., Noor, M.J.M. et al. Effect of Particle Breakage on Strength Characteristics of Limestone Aggregate. Geotech Geol Eng 40, 5295–5306 (2022). https://doi.org/10.1007/s10706-022-02204-8

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