Effect of the Addition of Dispersed Reinforcement on the Resilient Modulus of Slightly Cemented Non-Cohesive Soil

The aim of this article is to determine the effect of the addition of dispersed reinforcement on the resilient modulus of non-cohesive soil used as material for improved subgrade or subbase course of the pavement structure. Resilient modulus (Mr) is a parameter used in road construction, which chara...

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Bibliografiset tiedot
Päätekijät: Wasil Mariola, Dobrzycki Patryk, Zabielska-Adamska Katarzyna
Aineistotyyppi: Artikkeli
Kieli:English
Julkaistu: Sciendo 2023-09-01
Sarja:Studia Geotechnica et Mechanica
Aiheet:
Linkit:https://doi.org/10.2478/sgem-2023-0013

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