Stabilization of Expansive Soil using Cementitious Materials with Non-Woven Geotextile
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00322-1.pdf
Reference44 articles.
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2. Akbarimehr, D., Hosseini, S.M.M.M.: Elasto-plastic characteristics of the clay soil mixed with rubber waste using cyclic triaxial test results. Arab. J. Geosci. 15(14), 1280 (2022). https://doi.org/10.1007/s12517-022-10528-1
3. Akbarimehr, D., Aflaki, E., Eslami, A.: Experimental investigation of the densification properties of clay soil mixes with tire waste. Civ. Eng. J. 5(2), 363–372 (2019). https://doi.org/10.28991/cej-2019-03091251
4. Akbarimehr, D., Eslami, A., Aflaki, E.: Geotechnical behaviour of clay soil mixed with rubber waste. J. Clean. Prod. 271, 122632 (2020). https://doi.org/10.1016/j.jclepro.2020.122632
5. Akbarimehr, D., Eslami, A., Imam, R.: Correlations between compression index and index properties of undisturbed and disturbed Tehran clay. Geotech. Geol. Eng. 39(7), 5387–5393 (2021). https://doi.org/10.1007/s10706-021-01821-z
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