Geotechnical Properties and Stabilization Mechanism of Nano-MgO Stabilized Loess

Abstract

This study focused on the utilization of nano-MgO as an energy-saving and eco-friendly stabilizer to improve the engineering performance of loess. To this end, loess samples at various nano-MgO contents and curing times were prepared, and then standard compaction, consistency limits, and unconfined compression tests were performed. The achieved results demonstrated that adding nano-MgO increased the liquid limit, plastic limit, and optimum water content of loess, while it decreased the plastic index and maximum dry density. The unconfined compressive strength (UCS) presented an increasing trend with curing time and a “rise-fall” trend with the addition of nano-MgO. At the optimum nano-MgO content of 2%, about 72% UCS gain was to be expected with 28 days of curing. The variation of the deformation modulus was similar to that of UCS, and the strain at failure presented an opposite trend. Empirical models for these properties were formulated and validated by literature data. Finally, from NMR analyses, the improving mechanism was found to be nano-MgO induced water transformation from free water to bound water.

Dynamic Shear Responses of Combined Contaminated Soil Treated with Nano Zero-Valent Iron (nZVI) under Controlled Moisture

“…In geotechnical engineering, especially in projects like waste landfill sites, road and railway construction, where seismic requirements should be considered, it is essential to assess the cyclic shear characteristics of the treated soil. A few studies have been conducted in the role of nanomaterials in enhancing both the cyclic and static response of soils [32,33]. Chen et al [34] observed that, as the nano-MgO, both the limiting cyclic stress and the maximum cyclic modulus of the soil increased accordingly.…”

Effect of Polymeric Agent on the Strength and Water Stability of Cement-Stabilized Construction Waste Soil

“…Compared with uncured cemented soils, polymer materials have significant economic benefits when mixed with small amounts of cement or fly ash. Although the research on soil stabilizer technology has made certain improvements, the design requirements are mainly for unconfined compressive strength, some curing technology in water stability is still deficient [21], resulting in shortening the service life of the road base material. Therefore, how to improve the water stability performance of stabilizers has become a key issue for more and more scholars.…”