Nanoscale mechanism on lime stabilization of expansive soil
Author:
Funder
ARC SPARC Hub
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-022-01751-x.pdf
Reference77 articles.
1. Adem HH, Vanapalli SK (2015) Review of methods for predicting in situ volume change movement of expansive soil over time. J Rock Mech Geotech 7:73–86
2. Ahmed HR, Abduljauwad SN (2017) Nano-level constitutive model for expansive clays. Geotechque 67:187–207
3. Aierken Y, Sahin H, Iyikanat F, Horzum S, Suslu A, Chen B, Senger RT, Tongay S, Peeters FM (2015) Portlandite crystal: bulk, bilayer, and monolayer structures. Phys Rev B 91:245413
4. Akoglu H (2018) User’s guide to correlation coefficients. Turk J Emerg Med 18:91–93
5. Al-Mukhtar M, Khattab S, Alcover J-F (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140:17–27
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