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...
| المؤلفون الرئيسيون: | , , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Sciendo
2023-09-01
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| سلاسل: | Studia Geotechnica et Mechanica |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://doi.org/10.2478/sgem-2023-0013 |