Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers
Објеката
- Тип
- Рад у часопису
- Верзија рада
- објављена верзија
- Језик
- енглески
- Креатор
- Milan Bogdanović, Snežana Bogdanović, Dragoslav Rakić, Irena Basarić Ikodinović
- Извор
- Soil Mechanics and Foundation Engineering
- Издавач
- Springer Science and Business Media LLC
- Датум издавања
- 2024
- Сажетак
- This paper presents a dynamic California Bearing Ratio (CBRd) device that can be used on a prepared pavement foundation layer to obtain a certain parameter of the tested material in the laboratory and in situ in a direct and fast way. For the selected natural material (gravel), it is shown that the laboratory CBRd can be used to estimate the compaction and bearing capacity, because it correlates well with the parameters of the standard and modifed Proctor compaction tests. Comparative tests revealed that there is good correlation between the feld CBRd and the deformation modulus, and dynamic deformation modulus values obtained by feld tests.
- том
- 61
- Број
- 1
- почетак странице
- 27
- крај странице
- 33
- број страница
- 7
- doi
- 10.1007/s11204-024-09939-x
- issn
- 0038-0741
- Subject
- korelacija parametara, donji slojevi saobraćajnica, laboratorijska i terenska ispitivanja, dinamički kalifornijski indeks nosivosti CBRd
- УДК број
- 624.138
- Шира категорија рада
- M20
- Ужа категорија рада
- М23
- Права
- Затворени приступ
- Лиценца
- All rights reserved
- Формат
Milan Bogdanović, Snežana Bogdanović, Dragoslav Rakić, Irena Basarić Ikodinović. "Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers" in Soil Mechanics and Foundation Engineering, Springer Science and Business Media LLC (2024). https://doi.org/10.1007/s11204-024-09939-x
This item was submitted on 17. јун 2024. by [anonymous user] using the form “Рад у часопису” on the site “Радови”: http://romeka.rgf.rs/s/repo
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