Abstract
The aim of this work was to develop an algorithm to enable the consideration of joint roughness in numerical calculations using discontinuum methods. Joint roughness profiles obtained from field measurements were converted to simplified yet realistic line segments which can be used as input for numerical modeling. In this research, the joint macroscale roughness, according to Barton's roughness profile (JRC), was implemented into the DDA method. In this study, a new code, JProfiler, was developed to carry out this task. Important features of the developed code, JProfiler, are: the capability to import arbitrary images as joint roughness profile of varying scales, point data manipulation, and data visualization. Accordingly, the modified DDA code was applied to the analysis of typical blocky rock mass systems. The analysis results show that the consideration of joint roughness is very important and significantly affects the behavior of the blocky rock mass media.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10 |
| Pages | 133-138 |
| Number of pages | 6 |
| Publication status | Published - Feb 24 2012 |
| Externally published | Yes |
| Event | 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10 - Honolulu, HI, United States Duration: Dec 6 2011 → Dec 8 2011 |
Publication series
| Name | Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10 |
|---|
Conference
| Conference | 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10 |
|---|---|
| Country | United States |
| City | Honolulu, HI |
| Period | 12/6/11 → 12/8/11 |
Fingerprint
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Numerical Analysis
Cite this
A numerical study of the significance of joint roughness in discontinuum modelling. / Mortazavi, A.; Bonakdar, A.
Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10. 2012. p. 133-138 (Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10).Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - A numerical study of the significance of joint roughness in discontinuum modelling
AU - Mortazavi, A.
AU - Bonakdar, A.
PY - 2012/2/24
Y1 - 2012/2/24
N2 - The aim of this work was to develop an algorithm to enable the consideration of joint roughness in numerical calculations using discontinuum methods. Joint roughness profiles obtained from field measurements were converted to simplified yet realistic line segments which can be used as input for numerical modeling. In this research, the joint macroscale roughness, according to Barton's roughness profile (JRC), was implemented into the DDA method. In this study, a new code, JProfiler, was developed to carry out this task. Important features of the developed code, JProfiler, are: the capability to import arbitrary images as joint roughness profile of varying scales, point data manipulation, and data visualization. Accordingly, the modified DDA code was applied to the analysis of typical blocky rock mass systems. The analysis results show that the consideration of joint roughness is very important and significantly affects the behavior of the blocky rock mass media.
AB - The aim of this work was to develop an algorithm to enable the consideration of joint roughness in numerical calculations using discontinuum methods. Joint roughness profiles obtained from field measurements were converted to simplified yet realistic line segments which can be used as input for numerical modeling. In this research, the joint macroscale roughness, according to Barton's roughness profile (JRC), was implemented into the DDA method. In this study, a new code, JProfiler, was developed to carry out this task. Important features of the developed code, JProfiler, are: the capability to import arbitrary images as joint roughness profile of varying scales, point data manipulation, and data visualization. Accordingly, the modified DDA code was applied to the analysis of typical blocky rock mass systems. The analysis results show that the consideration of joint roughness is very important and significantly affects the behavior of the blocky rock mass media.
UR - http://www.scopus.com/inward/record.url?scp=84857216655&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84857216655&partnerID=8YFLogxK
M3 - Conference contribution
SN - 9780415684040
T3 - Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10
SP - 133
EP - 138
BT - Proceedings of the 10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10
ER -