This paper presents the results of examination of shear properties of rockfills used for the construction of rockfill dams. Based on the results of a large number of experiments, mathematical model of the shear strength of the rockfill was derived, as a function of normal stress, initial compaction and uniaxial compressive strength of intact rock material. Using this model it is possible to make a realistic assessment of the shear strength of a rockfill for the Preliminary Design. The experimental data used for modelling were obtained by direct shear tests performed in the majority at the "Jaroslav Cerni" Institute for Development of Water Resources in Belgrade, Serbia.
TY - JOUR
AU - Anđelković, Vladimir
AU - Pavlović, Nenad
AU - Lazarević, Zarko
AU - Radovanović, Slobodan
PY - 2018
UR - https://grafar.grf.bg.ac.rs/handle/123456789/984
AB - This paper presents the results of examination of shear properties of rockfills used for the construction of rockfill dams. Based on the results of a large number of experiments, mathematical model of the shear strength of the rockfill was derived, as a function of normal stress, initial compaction and uniaxial compressive strength of intact rock material. Using this model it is possible to make a realistic assessment of the shear strength of a rockfill for the Preliminary Design. The experimental data used for modelling were obtained by direct shear tests performed in the majority at the "Jaroslav Cerni" Institute for Development of Water Resources in Belgrade, Serbia.
PB - Elsevier B.V.
T2 - Soils and Foundations
T1 - Modelling of shear strength of rockfills used for the construction of rockfill dams
EP - 893
IS - 4
SP - 881
VL - 58
DO - 10.1016/j.sandf.2018.04.002
ER -
@article{
author = "Anđelković, Vladimir and Pavlović, Nenad and Lazarević, Zarko and Radovanović, Slobodan",
year = "2018",
abstract = "This paper presents the results of examination of shear properties of rockfills used for the construction of rockfill dams. Based on the results of a large number of experiments, mathematical model of the shear strength of the rockfill was derived, as a function of normal stress, initial compaction and uniaxial compressive strength of intact rock material. Using this model it is possible to make a realistic assessment of the shear strength of a rockfill for the Preliminary Design. The experimental data used for modelling were obtained by direct shear tests performed in the majority at the "Jaroslav Cerni" Institute for Development of Water Resources in Belgrade, Serbia.",
publisher = "Elsevier B.V.",
journal = "Soils and Foundations",
title = "Modelling of shear strength of rockfills used for the construction of rockfill dams",
pages = "893-881",
number = "4",
volume = "58",
doi = "10.1016/j.sandf.2018.04.002"
}
Anđelković, V., Pavlović, N., Lazarević, Z.,& Radovanović, S.. (2018). Modelling of shear strength of rockfills used for the construction of rockfill dams. in Soils and Foundations
Elsevier B.V.., 58(4), 881-893.
https://doi.org/10.1016/j.sandf.2018.04.002
Anđelković V, Pavlović N, Lazarević Z, Radovanović S. Modelling of shear strength of rockfills used for the construction of rockfill dams. in Soils and Foundations. 2018;58(4):881-893.
doi:10.1016/j.sandf.2018.04.002 .
Anđelković, Vladimir, Pavlović, Nenad, Lazarević, Zarko, Radovanović, Slobodan, "Modelling of shear strength of rockfills used for the construction of rockfill dams" in Soils and Foundations, 58, no. 4 (2018):881-893,
https://doi.org/10.1016/j.sandf.2018.04.002 . .
