Modelling of shear strength of rockfills used for the construction of rockfill dams
Само за регистроване кориснике
2018
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
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.
Кључне речи:
Rockfill / Shear strength / Peak friction angle / Compaction / Uniaxial compressive strength / Normal stress / Shear stressИзвор:
Soils and Foundations, 2018, 58, 4, 881-893Издавач:
- Elsevier B.V.
Финансирање / пројекти:
- Institute for "Jaroslav Cerni" Institute for the Development of Water Resources form Belgrade
DOI: 10.1016/j.sandf.2018.04.002
ISSN: 0038-0806
WoS: 000447167600007
Scopus: 2-s2.0-85049301324
Колекције
Институција/група
GraFarTY - 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 . .