Experimental Study on Highly Compacted Bentonite Aggregates Subjected to Wetting and Drying
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Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-319-97115-5_159
Reference5 articles.
1. Mašín, D.: Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays. Eng. Geol. 165, 73–88 (2013)
2. Mašín, D.: Coupled thermohydromechanical double-structure model for expansive soils. ASCE J. Eng. Mech. 143(9), 04017067 (2017)
3. Jenkins, L.M., Donald, A.M.: Observing fibers swelling in water with an environmental scanning electron microscope. Text. Res. J. 70, 269–276 (2000)
4. Sun, H., Mašín, D., Najser, J., Neděla, V., Navratilova, E.: Bentonite microstructure and saturation evolution in wetting-drying cycles evaluated using ESEM, MIP and WRC measurements, Géotechnique (2018, under review)
5. Sun, H., Mašín, D., Najser, J.: Thermal Water Retention Characteristics of Compacted Bentonite. Geoshanghai 2018. Shanghai, China (2018)
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