As different from Soil-A, the \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\:\text{O}\text{M}\text{C}$$\end{document} values of Soil-B and Soil-C initially showed a decreasing trend up to 6% \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\:\text{W}\text{P}\text{S}\:$$\end{document} conte
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Comparative analysis of volume change behavior of expansive road subgrades stabilized with waste paper sludge.
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