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Journal ArticleDOI

The Use of Nanoclay Particles for Stabilization of Dispersive Clayey Soils

TLDR
In this article, the effect of nanoclay on dispersivity potential of two types of clayey soils with low plasticity and high plasticity has been studied, and the results obtained from different tests, it was found that the addition of nano-materials to dispersive clayy soils could decrease their dispersive potential considerably.
Abstract
Common strategies for improvement of dispersive soils include chemical stabilization with various additives such as lime, cement, bitumen, resin, etc. Application of the mentioned materials in terms of technical and economic considerations has advantages and certain limitations. Recently, due to improvements in nano-materials production and application, use of this type of materials in different sciences especially geotechnical engineering has been considered. In this research, the effect of nanoclay on dispersivity potential of two types of clayey soils with low plasticity and high plasticity has been studied. For this purpose, first identification tests were implemented on two types of clayey soils and nanoclay, and then pinhole tests were conducted on soil samples with different amounts of nanoclay including (0, 0.25, 0.5, 1, 2 and 4% by dry weight) with respect to curing ages of 1, 3 and 7 days. Based on the results obtained from different tests, it was found that the addition of nanoclay to dispersive clayey soils could decrease their dispersivity potential considerably.

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Citations
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Journal ArticleDOI

Resilient Behavior of Sodium Alginate–Treated Cohesive Soils for Pavement Applications

TL;DR: In this paper, weak cohesive subgrade soils are considered low quality foundations for pavement structures that may lead to significant pavement distresses, and several solutions can be proposed to improve these foundations.
Journal ArticleDOI

Experimental study on the hydraulic conductivity of unsaturated dispersive soil with different salinities subjected to freeze-thaw

TL;DR: In this paper, the authors explored the characteristics of permeability by using a dispersive soil from northeastern China, as well as the effects of soil salinity and freeze-thaw on the variation in hydraulic conductivity.
Journal ArticleDOI

Effect of cations and anions on flocculation of dispersive clayey soils.

TL;DR: It was observed that, clay soils with suitable engineering properties are more sensitive to dispersion compared to other types of clay with higher CEC and plasticity values.
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Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils

TL;DR: In this article, the effect of nanospheres, including nanosilica (nano-SiO2) and nano zinc oxide (nan-ZnO), on lime-stabilized high-plasticity clay soil was investigated.
Journal ArticleDOI

Improvement of geotechnical properties of silty sand soils using natural pozzolan and lime

TL;DR: In this article, the effect of different amounts of lime and natural pozzolan on geotechnical properties of a silty sand soil has been investigated using standard test procedures.
References
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Journal ArticleDOI

Lime stabilization of clay minerals and soils

TL;DR: In this paper, three of the most frequently occurring minerals in clay deposits, namely, kaolinite, montmorillonite and quartz, were subjected to a series of tests.
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Identification and nature of dispersive soils

TL;DR: In this article, a pinhole test was proposed to measure the dispersion of fine-grained soils, in which erosion is measured directly by causing water to flow through a small hole in a compacted specimen.
Journal ArticleDOI

Gypsum: An additive for stabilization of swelling clay soils

TL;DR: In this article, the performance of the gypsum as an additive for treatment of the expansive clay soils by means of swell potential and strength was examined, and the results indicated that gypsuma can be used as a stabilizing agent for expansive clay soil, effectively.
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