Determination of critical height of vertical slope is a very important task in geotechnical engineering. Recently, increasing number of researchers is suggesting new solutions to this task using principles of fracture mechanics, instead of classical solutions based on principles of soil mechanics. This is especially used when tension crack is present in soil. In this paper, a solution to this problem based on limit equilibrium and a solution based on upper bound theorem of limit analysis. is presented. Also, analysis of several papers from different researchers, who used fracture mechanics to solve this problem are considered. Findings obtained in those papers are presented and conclusions are made. At the end, authors’ suggestions of the way to solve this problem are given.
Source:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu, 2016, 32, 537-548
TY - CONF
AU - Mitković, Predrag
AU - Obradović, Nikola
AU - Šumarac, Dragoslav
PY - 2016
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1495
AB - Determination of critical height of vertical slope is a very important task in geotechnical engineering. Recently, increasing number of researchers is suggesting new solutions to this task using principles of fracture mechanics, instead of classical solutions based on principles of soil mechanics. This is especially used when tension crack is present in soil. In this paper, a solution to this problem based on limit equilibrium and a solution based on upper bound theorem of limit analysis. is presented. Also, analysis of several papers from different researchers, who used fracture mechanics to solve this problem are considered. Findings obtained in those papers are presented and conclusions are made. At the end, authors’ suggestions of the way to solve this problem are given.
C3 - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu
T1 - Stability analysis of vertical slope using fracture mechanics
T1 - Analiza stabilnosti vertikalnog zaseka primenom mehanike loma
EP - 548
SP - 537
VL - 32
DO - 10.14415/konferencijaGFS2016.055
ER -
@conference{
author = "Mitković, Predrag and Obradović, Nikola and Šumarac, Dragoslav",
year = "2016",
abstract = "Determination of critical height of vertical slope is a very important task in geotechnical engineering. Recently, increasing number of researchers is suggesting new solutions to this task using principles of fracture mechanics, instead of classical solutions based on principles of soil mechanics. This is especially used when tension crack is present in soil. In this paper, a solution to this problem based on limit equilibrium and a solution based on upper bound theorem of limit analysis. is presented. Also, analysis of several papers from different researchers, who used fracture mechanics to solve this problem are considered. Findings obtained in those papers are presented and conclusions are made. At the end, authors’ suggestions of the way to solve this problem are given.",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu",
title = "Stability analysis of vertical slope using fracture mechanics, Analiza stabilnosti vertikalnog zaseka primenom mehanike loma",
pages = "548-537",
volume = "32",
doi = "10.14415/konferencijaGFS2016.055"
}
Mitković, P., Obradović, N.,& Šumarac, D.. (2016). Stability analysis of vertical slope using fracture mechanics. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu, 32, 537-548.
https://doi.org/10.14415/konferencijaGFS2016.055
Mitković P, Obradović N, Šumarac D. Stability analysis of vertical slope using fracture mechanics. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu. 2016;32:537-548.
doi:10.14415/konferencijaGFS2016.055 .
Mitković, Predrag, Obradović, Nikola, Šumarac, Dragoslav, "Stability analysis of vertical slope using fracture mechanics" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu, 32 (2016):537-548,
https://doi.org/10.14415/konferencijaGFS2016.055 . .
