Forensic investigation of pavement premature failure due to soil sulfate-induced heave / Zhiming Si in Journal of geotechnical and geoenvironmental engineering, Vol. 134 n°8 (Août 2008)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 134 n°8 (Août 2008) . - pp. 1201–1204 Titre : Forensic investigation of pavement premature failure due to soil sulfate-induced heave Type de document : texte imprimé Auteurs : Zhiming Si, Auteur Année de publication : 2008 Article en page(s) : pp. 1201–1204 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Heaving Moisture Compressive strength Soil stabilization Forensic engineering Failures Résumé : Current practice does not recommend stabilizing high sulfate-bearing soils using calcium-based stabilizers due to high potential swell and low retained unconfined compressive strength. In this technical note, a series of tests has demonstrated that a combination of lime and fly ash (Class F) proved to be the most suitable stabilizer for a high sulfate-bearing soil, and a combination of lime and slag seemed to be the most effective stabilizer for a moderate sulfate-bearing soil in terms of retained unconfined compressive strength and three-dimensional free swell potential. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A8%2812 [...] [article] Forensic investigation of pavement premature failure due to soil sulfate-induced heave [texte imprimé] / Zhiming Si, Auteur . - 2008 . - pp. 1201–1204. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 134 n°8 (Août 2008) . - pp. 1201–1204 Mots-clés : Heaving Moisture Compressive strength Soil stabilization Forensic engineering Failures Résumé : Current practice does not recommend stabilizing high sulfate-bearing soils using calcium-based stabilizers due to high potential swell and low retained unconfined compressive strength. In this technical note, a series of tests has demonstrated that a combination of lime and fly ash (Class F) proved to be the most suitable stabilizer for a high sulfate-bearing soil, and a combination of lime and slag seemed to be the most effective stabilizer for a moderate sulfate-bearing soil in terms of retained unconfined compressive strength and three-dimensional free swell potential. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A8%2812 [...]

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