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Journal ArticleDOI

Mechanical and compressibility characteristics of a soft clay stabilized by slag-based mixtures and geopolymers

Mahdi Salimi, +1 more
- 01 Jan 2020 - 
- Vol. 184, pp 105390
TLDR
In this article, industrial wastes such as Granulated Blast Furnace Slag (GBFS) and Basic Oxygen Furnace SLag (BOFS) activated with calcium oxide (CaO) and medium reactive magnesia (MgO) are used for chemical stabilization of a soft clay.
About
This article is published in Applied Clay Science.The article was published on 2020-01-01. It has received 81 citations till now. The article focuses on the topics: Ground granulated blast-furnace slag & Compressive strength.

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Citations
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Strength evolutions of varying water content-dredged sludge stabilized with alkali-activated ground granulated blast-furnace slag

TL;DR: In this paper, the strength and microstructure evolutions of stabilized dredged sludge (DS) under different water contents, via a range of unconfined compressive strength (UCS), X-ray diffraction (XRD) and scanning electron microscopy (SEM) tests, were analyzed and discussed.
Journal ArticleDOI

Geotechnical properties of lime-geogrid improved clayey subgrade under various moisture conditions

TL;DR: In this article, the effect of different moisture conditions on the ductility, geotechnical and microstructural characteristics of the improved clayey subgrade with various lime contents and various moisture conditions was evaluated.
Journal ArticleDOI

Evaluation of the long-term performance of stabilized sandy soil using binary mixtures: A micro- and macro-level approach

TL;DR: In this article, the effect of partial cement replacement with zeolite (Z) on the behavior of poor-graded sandy soil was evaluated by means of a series of unconfined compression, durability (wetting-drying cycles), and undrained triaxial (CU) tests, as well as SEM and XRD analyses, and considering curing times ranging from 3 to 90 days.
Journal ArticleDOI

The effect of wetting and drying cycles on the swelling-shrinkage behavior of the expansive soils improved by nanosilica and industrial waste

TL;DR: In this article, the swelling-shrinkage behavior of a natural severely expansive clay was verified in its natural state and after being improved by nanosilica and industrial waste.
References
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Journal ArticleDOI

Adsorption of methylene blue on kaolinite

TL;DR: In this paper, methylene blue was adsorbed on kaolin from a local deposit and the adsorption data could be fitted by the Freundlich and Langmuir equations.
Journal ArticleDOI

NaOH-activated ground fly ash geopolymer cured at ambient temperature

TL;DR: In this paper, ground fly ash (GFA), with a median particle size of 10.5μm, was used as source material for making geopolymers cured at room temperature, and compressive strength tests and microstructure observations using SEM, EDX, XRD and FTIR were performed.
Journal ArticleDOI

Strength development in clay–fly ash geopolymer

TL;DR: In this article, the role of influential factors on the strength development in a clay-fly ash geopolymer was studied and the relationship between the strength and heat energy was proposed.
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