Fundamental Parameters of Cement-Admixed Clay—New Approach

By G. Lorenzo, D. Bergado. 2004

410 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/72b7c94fd9d303affe0206423453b65b5c534763

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In Civil and Structural Engineering

Citations in the corpus

Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, background): “4b, c, d), which is consistent with the general behavior of cement-treated clays [55, 70, 78].”
Mechanical characteristics of soft clay treated with fibre and cement (2012, methodology): “The compression testing was conducted in accordance with AS 5101.4-2008 (Method 4: Unconfined compressive strength of compacted materials), as well as the relevant literature detailing experimental procedures for testing soilcement columns (e.g. Lorenzo and Bergado 2004; Liu et al. 2008).”
Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model (2010, background): “Based on a comparison of the compression behaviour of the same clay in reconstituted state, the naturally structured state and cemented state reported by Lorenzo and Bergado [26] (see Fig.”
Effects of Xanthan gum biopolymer on soil strengthening (2015, methodology): “gum treatment with that of typical soil–cement methods [22,23].”
Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR) (2019, methodology): “Several previous studies have established empirical relationships to predict the UCS of stabilised soil (Mitchell et al. 1972, Nagaraj and Miura 1996, Tan et al. 2002, Horpibulsuk et al. 2004, Narendra et al. 2006). Nowadays, applying artificial intelligence techniques has increased as powerful tool”