Mechanical Properties of Alkali Activated Fly Ash Geopolymer Stabilized Expansive Clay

It has always been a challenge for civil engineers to lay roads in the areas covered by expansive soil. The expansive soil undergoes extreme phase changes from being hard in hot summer to being slushy and without strength in monsoon season. Thus, the engineering properties of the expansive soil must...

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Veröffentlicht in:	KSCE Journal of Civil Engineering Jg. 23; H. 9; S. 3875 - 3888
Hauptverfasser:	Murmu, Anant Lal, Jain, Anamika, Patel, Anjan
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Seoul Korean Society of Civil Engineers 01.09.2019 Springer Nature B.V 대한토목학회
Schlagworte:	Activated clay Analytical methods Bender elements Civil Engineering Civil engineers Clay Compressive strength Cotton Engineering Expansion Expansive clays Expansive soils Fly ash Fourier transforms Geopolymers Geotechnical Engineering Geotechnical Engineering & Applied Earth Sciences Hydroxides Industrial Pollution Prevention Infrared spectra Infrared spectroscopy Mechanical properties Microstructure Phase changes Phase transitions Ratios Roads & highways S waves Scanning electron microscopy Shear wave velocities Shrinkage Silicates Sodium Sodium hydroxide Sodium silicates Soil Soil improvement Soil properties Soil stabilization Spectrum analysis Stiffness Swell Wave velocity 토목공학 geopolymer fly ash bender element test stabilization black cotton soil unconfined compressive strength
ISSN:	1226-7988, 1976-3808
Online-Zugang:	Volltext
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