Analysis of the Long-Term-Coupled Thermo-Hydro-Mechanical Performances and the Retardation Capacities of Composite Bentonite Buffers Using a Numerical Simulation Method
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06272-5.pdf
Reference40 articles.
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2. Du, J.; Zhou, A.; Lin, X.; Bu, Y.; Kodikara, J.: Prediction of swelling pressure of expansive soil using an improved molecular dynamics approach combining diffuse double layer theory. Appl. Clay Sci. 203, 105998 (2021). https://doi.org/10.1016/j.clay.2021.105998
3. Villar, M.; Lloret, A.: Influence of dry density and water content on the swelling of a compacted bentonite. Appl. Clay Sci. 39(1–2), 38–49 (2008). https://doi.org/10.1016/j.clay.2007.04.007
4. Du, J.; Zhou, A.; Lin, X.; Bu, Y.; Kodikara, J.: Revealing expansion mechanism of cement-stabilized expansive soil with different interlayer cations through molecular dynamics simulations. J. Phys. Chem. C 124(27), 14672–14684 (2020). https://doi.org/10.1021/acs.jpcc.0c03376
5. Jia, L.; Chen, Y.; Ye, W.; Cui, Y.: Effects of a simulated gap on anisotropic swelling pressure of compacted GMZ bentonite. Eng. Geol. 248, 155–163 (2019). https://doi.org/10.1016/j.enggeo.2018.11.018
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