A unified state parameter for modeling undrained shear behaviors of cementitous material admixed clay
A unified state parameter for modeling undrained shear behaviors of cementitous material admixed clay
S. Youwai; W. Kongkitkul; Pornkasem Jongpradist
17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
Laboratory Testing
Ground Improvement, Stabilization, Soil Behavior Modeling, Laboratory Testing
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