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Strengthening montmorillonitic and kaolinitic clays using a calcium based non traditional additive: a micro level study

Latifi, N. and Meehan, C. L. and Majid, M. Z. A. and Horpibulsuk, S. (2016) Strengthening montmorillonitic and kaolinitic clays using a calcium based non traditional additive: a micro level study. Applied Clay Science, 132-32 . pp. 182-193. ISSN 0169-1317

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Abstract

Chemical stabilization of clays is commonly used to improve unfavorable engineering properties. Though the effects of non-traditional additives on soil improvement have been investigated in recent years, documented research studies on the macro- and micro-level characteristics of problematic clays stabilized by non-traditional additives are fairly limited. The current study examines the time-dependent changes induced in the strength, mineralogy, morphology, molecular and micro-fabric characteristics of montmorillonitic and kaolinitic clays stabilized with a non-traditional calcium-based additive, which is commercially available under the product name SH-85. The physico-chemical bonding mechanisms induced by the stabilization process were studied at a micro-level using various spectroscopic and microscopic techniques, such as X-ray diffractometry (XRD), field emission scanning electron microscopy (FESEM), energy-dispersive X-ray spectrometry (EDAX), Fourier transform infrared spectroscopy (FTIR), Brunauer, Emmett and Teller (BET) surface area analysis and particle size analysis (PSA) using a laser diffraction approach. Unconfined compressive strength (UCS) tests were also performed on stabilized specimens at various curing times to examine macro-level characteristics. The UCS test results showed that the 6% and 9% additive content were optimal for montmorillonitic and kaolinitic clays, respectively, with the UCS of both stabilized clays improving significantly after 7 days of curing. This relatively rapid curing reaction process is very advantageous and cost-effective for geotechnical engineering applications. The micro-level study revealed that the calcium-based additive modified the porous network of the stabilized clays. The pores were filled and particles were bonded by cementitious products, including calcium silicate hydrate (C-S-H) and calcium aluminate hydrate (C-A-H) for the stabilized montmorillonitic and kaolinitic clays, respectively.

Item Type:Article
Uncontrolled Keywords:Additives, Calcium, Calcium silicate, Chemical analysis, Chemical bonds, Compressive strength, Cost effectiveness, Cost engineering, Curing, Electron emission, Electron microscopy, Field emission, Field emission microscopes, Geotechnical engineering, Hydrates, Hydration, Minerals, Particle size, Particle size analysis, Scanning electron microscopy, Silicate minerals, Silicates, Soil testing, Spectroscopic analysis, Stabilization, X ray diffraction analysis, Calcium aluminate hydrate, Calcium silicate hydrate, Energy dispersive X ray spectrometry, Field emission scanning electron microscopy, Kaolinitic clay, Non traditional, Spectroscopic and microscopic techniques, Unconfined compressive strength, Fourier transform infrared spectroscopy, calcium, compressive strength, FTIR spectroscopy, kaolinite, montmorillonite, physicochemical property, soil stabilization, time dependent behavior, X ray diffraction
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:71777
Deposited By: Fazli Masari
Deposited On:15 Nov 2017 03:08
Last Modified:15 Nov 2017 03:08

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