Publikowanie artykułów jest możliwe po podpisaniu zgody na przeniesienie licencji na czasopismo.
Crack formation in soil samples due to environmental factors such as chemical exposure has critical implications for geotechnical engineering and environmental applications. Especially in weak soil, when stabilised with chemicals, crack formation is evident, as the failure is brittle. This paper presents a comprehensive investigation into the quantification and analysis of cracks formed in chemically modified soil samples subjected to six distinct combinations. The chemicals used in the study are lime at its initial lime consumption level and nano-alumina under two different water contents (liquid limit and optimum moisture content). The cracks are captured at an interval of 0, 3, 7, and 21 days. The primary objective is to understand and evaluate the effectiveness of crack formation and to explore various techniques for detecting cracks. Digital image processing techniques, such as edge detection and boundary analysis for characterising crack morphology, density, and length of the crack, are proposed. Experimental findings highlight significant variations in crack patterns across the tested environments. The integration of pre-processing techniques with Canny edge detection and contour-based analysis proved effective in automating image-based crack characterisation and enabling precise quantitative assessment. The study proposes an optimised parameter tuning framework for enhancing detection accuracy, thereby contributing to a deeper understanding of crack formation mechanisms under certain conditions.
[1] Okeke C., Appropriate use of lime in the study of the physicochemical behaviour of stabilised lateritic soil under continuous water ingress, Sustainability 13(1) (2021) 1–26. https://doi.org/10.3390/su13010257
[2] James J., Sivapriya S.V., Ali S., Madhu T.R., Singh B., Wetting and Drying Resistance of Lime-Stabilized Expansive Soils Modified With Nano-Alumina, Advances in Civil and Architectural Engineering 12(22) (2021) 70–80. https://ojs.srce.hr/acae/article/view/20080
[3] James J., Vijayasimhan S., Eyo E., Stress-Strain Characteristics and Mineralogy of an Expansive Soil Stabilized Using Lime and Phosphogypsum, Applied Sciences 13(1) (2023) 10123. https://doi.org/10.3390/app13010123
[4] Sendilvadivelu A., Dhandapani B., Vijayasimhan S., Strength, mineralogical and microstructural studies on clayey soil stabilized by bio-stabilized waste ash with lime, Journal of Material Cycles and Waste Management 25(6) (2023) 3625–3637. https://doi.org/10.1007/s10163-023-01782-w
[5] Firmansyah D.A., Somantri A.K., Sihombing A.V.R., Mase L.Z., Sundara A., Mechanical properties of soft clay soil improved with nanomaterials and chitosan biopolymer, Geotechnical Engineering Journal of the SEAGS & AGSSEA 55(2) (2024) 31–37.
[6] Choquette M., Bérubé M.A., Locat J., Mineralogical and microtextural changes associated with lime stabilization of marine clays from eastern Canada, Applied Clay Science 2(3) (1987) 1–49.
[7] Tang C.S., Shi B., Liu C., Suo W.B., Gao L., Experimental characterization of shrinkage and desiccation cracking in thin clay layer, Applied Clay Science 52(1–2) (2011) 69–77. https://doi.org/10.1016/j.clay.2011.01.032
[8] Izzo M.Z., Miletić M., Desiccation Cracking Behavior of Sustainable and Environmentally Friendly Reinforced Cohesive Soils, Polymers 14(7) (2022) 1318. https://doi.org/10.3390/polym14071318
[9] Peron H., Hueckel T., Laloui L., Hu L.B., Fundamentals of desiccation cracking of fine-grained soils: Experimental characterisation and mechanisms identification, Canadian Geotechnical Journal 46(10) (2009) 1177–1201. https://doi.org/10.1139/T09-054
[10] Landlin G., Bhuvaneshwari S., Analysis of Desiccation Crack Patterns of Expansive Soil Treated with Lignosulphonate and Lime, Lecture Notes in Civil Engineering 167 (2022) 327–338. https://doi.org/10.1007/978-981-16-3383-6_30
[11] Shahin S.S., Laila P., Fayed A.E., Review of Nano Additives in Stabilization of Soil, 7th International Conference on Nano-Technology in Construction (2015) 1–11.
[12] Taha M.R., Muhie O., Taha E., Influence of nano-material on the expansive and shrinkage soil behavior, Journal of Nanoparticle Research 14 (2012) 1190. https://doi.org/10.1007/s11051-012-1190-0
[13] Sivapriya S.V., Ali S., Madhu T.R., Load–Penetration Behaviour of Composite Soil with Nano-Alumina Material Under Soaked and Unsoaked Condition, Ground Characterization and Foundations, Lecture Notes in Civil Engineering 167 (2021) 6–10. https://doi.org/10.1007/978-981-16-3383-6_23
[14] Morsy M.S., Alsayed S.H., Aqel M., Hybrid effect of carbon nanotube and nano-clay on physico-mechanical properties of cement mortar, Construction and Building Materials 25(1) (2011) 145–149. https://doi.org/10.1016/j.conbuildmat.2010.06.046
[15] Xiong D., Long Y., Yan D., Lu X., Ji Z., Fang H., Surface morphology of soil cracks in Yuanmou Dry-hot Valley Region, Southwest China, Journal of Mountain Science 6(4) (2009) 373–379. https://doi.org/10.1007/s11629-009-1059-6
[16] Chertkov V.Y., Using Surface Crack Spacing to Predict Crack Network Geometry in Swelling Soils, Soil Science Society of America Journal 64 (2000) 1918-1921. https://doi.org/10.2136/sssaj2000.6461918x
[17] Yesiller N., Miller C.J., Inci G., Yaldo K., Desiccation and cracking behavior of three compacted landfill liner soils, Engineering Geology 57(1–2) (2000) 105–121. https://doi.org/10.1016/S0013-7952(00)00022-3
[18] Bureau of Indian Standard, IS 2720 (Part V). Determination of Liquid and Plastic Limit, 1995, 1–17.
[19] Bureau of Indian Standards, IS 2720(Part III/2). Determination of Specific Gravity for fine, medium and coarse grained soil, vol. 2720, 1997, 1–10.
[20] Bureau of Indian Standard, IS 2720 (Part IV). Methods of test for soil - Grain size analysis, 1995, 1–40.
[21] Sridharan A., Sivapullaiah P., Mini Compaction Test Apparatus for Fine Grained Soils, Geotechnical Testing Journal 28(3) (2005) 240–246. https://doi.org/10.1520/GTJ12542
[22] Eades J.L., Grim R.E., A Quick Test to Determine Lime Requirements for Lime Stabilization, Highway Research Record 1 (1966) 61–72.
[23] Sivapriya V., Jijo J., Yuvaraj K., Sushritha G., Durability performance of a lime stabilized expansive soil with egg shell ash as a subsidiary admixture, Građevinski Materijali i Konstrukcije 65(2) (2022) 65–71. https://doi.org/10.5937/grmk2202065v
[24] Sakthivinayagam P., Vijayasimhan S., Muniappan T., Contribution of Nanosilica in Early Strength Enhancement of Lime Modified Clay of High Compressibility, Iranian Journal of Science and Technology, Transactions of Civil Engineering 50 (2025) 1897–1917. https://doi.org/10.1007/s40996-025-01912-4

Utwór dostępny jest na licencji Creative Commons Uznanie autorstwa 4.0 Międzynarodowe.
Publikowanie artykułów jest możliwe po podpisaniu zgody na przeniesienie licencji na czasopismo.
