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01.06.2019 | Original Article

Microstructural characteristics of organic soils treated with biomass silica stabilizer

verfasst von: Norlizawati Hassan, Wan Hasmida Wan Hassan, Ahmad Safuan A. Rashid, Nima Latifi, Nor Zurairahetty Mohd Yunus, Suksun Horpibulsuk, Hossein Moayedi

Erschienen in: Environmental Earth Sciences | Ausgabe 12/2019

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Abstract

Chemical stabilization is extensively used to improve the physical and engineering properties of problematic soils. This research was carried out to investigate the strength and microstructural properties of organic soil treated with a biomass silica stabilizer, named SH-85. The SH-85 content studied was varied at 3, 6, 9, 12, and 15% based on the organic soil weight. Compaction and unconfined compression strength tests were carried out to ascertain the strength improvement of the stabilized organic soil. The field-emission scanning electron microscopy (FESEM) and energy-dispersive X-ray spectrometry (EDAX) were carried out to examine the growth of cementation products. The cementation products filled large and small pores and welded soil particles, which results in strong interparticle forces. Therefore, the strength of treated soil is 5–20 times higher than that of the untreated soil.

Vorheriger Artikel Groundwater recharge and evolution in the Wuwei Basin, northwestern China

Nächster Artikel Assessing water consumption and aquifer discharge through springs based on the joint use of rain and flow data in the Yarmouk River Basin

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Titel: Microstructural characteristics of organic soils treated with biomass silica stabilizer
verfasst von: Norlizawati Hassan
Wan Hasmida Wan Hassan
Ahmad Safuan A. Rashid
Nima Latifi
Nor Zurairahetty Mohd Yunus
Suksun Horpibulsuk
Hossein Moayedi
Publikationsdatum: 01.06.2019
Verlag: Springer Berlin Heidelberg
Erschienen in: Environmental Earth Sciences / Ausgabe 12/2019
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI: https://doi.org/10.1007/s12665-019-8369-y

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