Slope stability analysis using Universal Distinct Element Code (UDEC) method
Dynamic loads; Environmental management; Rock mechanics; Rocks; Slope protection; Stress analysis; Discontinuum; Dynamic loadings; Jointed rock mass; Rock mass; Slope stability analysis; Stress wave; Universal distinct element codes; Slope stability
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Institute of Physics Publishing
2023
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| author | Roslan R. Omar R.C. Putri R.F. Wahab W.A. Baharuddin I.N.Z. Jaafar R. |
| author2 | 57159693200 |
| author_facet | 57159693200 Roslan R. Omar R.C. Putri R.F. Wahab W.A. Baharuddin I.N.Z. Jaafar R. |
| author_sort | Roslan R. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Dynamic loads; Environmental management; Rock mechanics; Rocks; Slope protection; Stress analysis; Discontinuum; Dynamic loadings; Jointed rock mass; Rock mass; Slope stability analysis; Stress wave; Universal distinct element codes; Slope stability |
| format | Conference Paper |
| id | my.uniten.dspace-25536 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Institute of Physics Publishing |
| record_format | dspace |
| spelling | my.uniten.dspace-255362023-05-29T16:10:36Z Slope stability analysis using Universal Distinct Element Code (UDEC) method Roslan R. Omar R.C. Putri R.F. Wahab W.A. Baharuddin I.N.Z. Jaafar R. 57159693200 35753735300 55574444300 56040257700 55812431300 57216287434 Dynamic loads; Environmental management; Rock mechanics; Rocks; Slope protection; Stress analysis; Discontinuum; Dynamic loadings; Jointed rock mass; Rock mass; Slope stability analysis; Stress wave; Universal distinct element codes; Slope stability Slope stability analysis was conducted using the Universal Distinct Element Code (UDEC) technique in this research. This technique stimulates the spread of stress waves in the jointed rock mass owing to dynamic loading caused by the blast. Simulation is a vital component of the slope stability analysis, as it generates a model called discontinuum capable of simulating the movement of fragments owing to the burst of production. Besides, the discontinuous codes used in this analysis may duplicate the entire method of fragmentation of the rock from fracture to fragment throw. This discontinuous analysis can also simulate joints and porosity attributes in a rock mass. � Published under licence by IOP Publishing Ltd. Final 2023-05-29T08:10:36Z 2023-05-29T08:10:36Z 2020 Conference Paper 10.1088/1755-1315/451/1/012081 2-s2.0-85083031104 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083031104&doi=10.1088%2f1755-1315%2f451%2f1%2f012081&partnerID=40&md5=e2e0c56a9a439082f0770639eda57376 https://irepository.uniten.edu.my/handle/123456789/25536 451 1 12081 All Open Access, Gold Institute of Physics Publishing Scopus |
| spellingShingle | Roslan R. Omar R.C. Putri R.F. Wahab W.A. Baharuddin I.N.Z. Jaafar R. Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title | Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title_full | Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title_fullStr | Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title_full_unstemmed | Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title_short | Slope stability analysis using Universal Distinct Element Code (UDEC) method |
| title_sort | slope stability analysis using universal distinct element code (udec) method |
| url_provider | http://dspace.uniten.edu.my/ |