Elasto-plastic characteristics of the clay soil mixed with rubber waste using cyclic triaxial test results
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10528-1.pdf
Reference58 articles.
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2. Akbarimehr D, Aflaki E (2019a) Using empirical correlations to evaluate the compression index of tehran clay. AUT J Civil Eng. 3(1):129–136. https://doi.org/10.22060/AJCE.2018.14522.5482
3. Akbarimehr D, Aflaki E (2019b) Site investigation and use of artificial neural networks to predict rock permeability at the Siazakh Dam. Iran Q J Eng Geol Hydrogeol 52(2):230–239. https://doi.org/10.1144/qjegh2017-048
4. Akbarimehr D, Fakharian K (2021) Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus. Soil Dyn Earthq Eng 140:106435. https://doi.org/10.1016/j.soildyn.2020.106435
5. Akbarimehr D, Aflaki E, Eslami A (2019) Experimental investigation of the densification properties of clay soil mixes with tire waste. Civil Eng J 5(2):363–372. https://doi.org/10.28991/cej-2019-03091251
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