Modeling the Mechanical Response of Cement-Admixed Clay Under Different Stress Paths Using Recurrent Neural Networks
Author:
Funder
National Research Council of Thailand
Ministry of Higher Education, Science, Research and Innovation, Thailand
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40891-024-00533-7.pdf
Reference73 articles.
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2. Yin KS, Xiao T, Luo HY, Zou HF, Zhang LM (2023) Probabilistic modeling of offshore deep cement mixing improved ground. Comput Geotech 156:105266. https://doi.org/10.1016/j.compgeo.2023.105266
3. Nguyen B, Takeyama T, Kitazume M (2016) Internal failure of deep mixing columns reinforced by a shallow stabilized soil beneath an embankment. Int J Geosynth Gr Eng 2:30. https://doi.org/10.1007/s40891-016-0072-4
4. Chai JC, Khan S, Shrestha S (2021) Behavior of an embankment with a reinforced slope on column improved clay deposits. Int J Geosynth Gr Eng 7:88. https://doi.org/10.1007/s40891-021-00331-5
5. Nguyen PLT, Tran MH, Tran TD, Nguyen BP (2023) Numerical analysis of arching behavior of geosynthetic-reinforced and DCM column-supported embankment with geosynthetic characteristics. Int J Geosynth Gr Eng 9:56. https://doi.org/10.1007/s40891-023-00474-7
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