Finite Element Simulation of Rutting in Calcium Carbide Residue-Stabilized Expansive Subgrade
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-022-07595-7.pdf
Reference34 articles.
1. Gopalakrishnan, K.; Thompson, M.R.: Subgrade stress ratios as airfield pavement rutting performance indicators. Can. J. Civ. Eng. 34(2), 189–198 (2007). https://doi.org/10.1139/L06-134
2. Qiu, Y.; Dennis, N.D.; Elliott, R.P.: Design criteria for permanent deformation of subgrade soils in flexible pavements for low-volume roads. Soils Found. 40(1), 1–10 (2000). https://doi.org/10.3208/sandf.40.1
3. da Francisco Silva, M.; Pereira Ribeiro, M.M.; Paula Furlan, A.; Pessa Fabbri, G.T.: Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil. Transp. Geotech. 26, 100443 (2020). https://doi.org/10.1016/j.trgeo.2020.100443
4. Yesuf, G.Y.; Hoff, I.: Finite element modelling for prediction of permanent strains in fine-grained subgrade soils. Road Mater. Pavement Des. 16(2), 392–404 (2015). https://doi.org/10.1080/14680629.2015.1013053
5. Du, Y.J.; Zhang, Y.Y.; Liu, S.Y.: Investigation of strength and california bearing ratio properties of Natural soils treated by Calcium Carbide Residue (2011)
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