Effect of cement treatment on geotechnical properties of some Washington State soils

By F. Sariosseiri, B. Muhunthan. 2009

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Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR) (2019, background): “Previous studies indicate that curing time and cement content are important parameters to evaluate the mechanical behaviour of the cement-stabilised soil (Sariosseiri and Muhunthan 2009, Pakbaz and Alipour 2012, Furlan et al. 2018, Sharma et al. 2018, Ashraf 2019).”
Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model (2010, background): “Simulated and measured (q ed and Du ed) relationships of the cemented Aberdeen silt with Aw = 5% (test data by [31]).”
A constitutive model for cemented clays capturing cementation degradation (2014, background): “…unconfined compressive strength (𝑞𝑢) generally increases with increasing the cement content and the curing time for a fixed amount of water content (Lorenzo and Bergado, 2006), especially for cement contents greater than 5% as observed by Sariosseiri and Muhunthan (2009) and Uddin et al. (1997).”