Static and kinematic height limit of vertical slope
Abstract
In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ are cohesion and specific weight of soil respectively, while upper bound (kinematic) is H=4c/γ. Recently some attempt using numerical approach, mostly finite elements, have been published. In the paper all solutions will be analyzed, and an attempt of authors to improve them will be given.
Source:
Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011), 2011, 790-806Publisher:
- Serbian Society of Mechanics, Belgrade
Collections
Institution/Community
GraFarTY - CONF AU - Šumarac, Dragoslav AU - Jocković, Sanja AU - Marjanović, Miloš PY - 2011 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1764 AB - In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ are cohesion and specific weight of soil respectively, while upper bound (kinematic) is H=4c/γ. Recently some attempt using numerical approach, mostly finite elements, have been published. In the paper all solutions will be analyzed, and an attempt of authors to improve them will be given. PB - Serbian Society of Mechanics, Belgrade C3 - Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011) T1 - Static and kinematic height limit of vertical slope EP - 806 SP - 790 UR - https://hdl.handle.net/21.15107/rcub_grafar_1764 ER -
@conference{ author = "Šumarac, Dragoslav and Jocković, Sanja and Marjanović, Miloš", year = "2011", abstract = "In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ are cohesion and specific weight of soil respectively, while upper bound (kinematic) is H=4c/γ. Recently some attempt using numerical approach, mostly finite elements, have been published. In the paper all solutions will be analyzed, and an attempt of authors to improve them will be given.", publisher = "Serbian Society of Mechanics, Belgrade", journal = "Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011)", title = "Static and kinematic height limit of vertical slope", pages = "806-790", url = "https://hdl.handle.net/21.15107/rcub_grafar_1764" }
Šumarac, D., Jocković, S.,& Marjanović, M.. (2011). Static and kinematic height limit of vertical slope. in Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011) Serbian Society of Mechanics, Belgrade., 790-806. https://hdl.handle.net/21.15107/rcub_grafar_1764
Šumarac D, Jocković S, Marjanović M. Static and kinematic height limit of vertical slope. in Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011). 2011;:790-806. https://hdl.handle.net/21.15107/rcub_grafar_1764 .
Šumarac, Dragoslav, Jocković, Sanja, Marjanović, Miloš, "Static and kinematic height limit of vertical slope" in Proceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011) (2011):790-806, https://hdl.handle.net/21.15107/rcub_grafar_1764 .