Evaluating the Effect of Nano-SiO 2 on Different Types of Soils: A Multi-Scale Study

Jiayu Gu, Xin Cai, Youqiang Wang, Dahan Guo and Wen Zeng ()
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Jiayu Gu: Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China
Xin Cai: Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China
Youqiang Wang: Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China
Dahan Guo: Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China
Wen Zeng: Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China

IJERPH, 2022, vol. 19, issue 24, 1-14

Abstract: A rapid growth in the population leads to a large increase in engineering construction. This means there is an inevitability in regard to building on problematic soils. Soil reinforcement becomes an important subject due to the fact that it is a concern for engineers and scientists. With the development of nanotechnology, more and more nanomaterials are being introduced within the practice of soil reinforcement engineering. In this study, the reinforcing effect of novel nanomaterial nano-silica (SiO 2 ) applied to different kinds of soils was systematically studied. The nano-SiO 2 -reinforced soil possessed lower final water evaporation loss, and evaporation rates. The nano-SiO 2 increased the shear strength of clayey soil and sandy soil under both cured and uncured conditions, but the reinforcing effect on clayey soil was more obvious. The addition of nano-SiO 2 promotes the friction angle and cohesion of clayey soil; further, it also increases the cohesion of sandy soil. The unconfined compressive strength of clayey soil was enhanced by nano-SiO 2 , meanwhile, the nano-SiO 2 -reinforced soil possessed greater brittleness. The microstructure of nano-SiO 2 -reinforced soil is shown via SEM analysis, and the results of X-ray diffraction (XRD) tests show that there are no new mineral components generated during the reinforcing process. It was also found that nano-SiO 2 possessed little influence on the soil pH value. Adding nano-SiO 2 will not damage the original chemical environment of the soil. The microstructure of nano-SiO 2 -reinforced soil was observed to prove the results above. In general, nano-SiO 2 is an excellent soil additive that can improve the mechanical properties of both clayey soil and sandy soil effectively. This research provides more ideas and directions for the purposes of selecting soil reinforcement materials.

Keywords: nano-SiO 2; soil reinforcement; clayey soil; sandy soil; curing condition (search for similar items in EconPapers)
JEL-codes: I I1 I3 Q Q5 (search for similar items in EconPapers)
Date: 2022
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