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    California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002:;page 04021431
    Author(s): Jafar Karimiazar; Ebrahim Sharifi Teshnizi; Mehdi Mirzababaei; Masoud Mahdad; Reza Arjmandzadeh
    Publisher: ASCE
    Abstract: Plastic clays in subgrade may cause major engineering defects such as excessive heave or settlement during the wet season that contribute to the formation of uneven geometry at the pavement surface. Soil stabilization is ...
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