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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Bibliographic Details
Main Authors: Roslan R., Omar R.C., Putri R.F., Wahab W.A., Baharuddin I.N.Z., Jaafar R.
Other Authors: 57159693200
Format: Conference Paper
Published: Institute of Physics Publishing 2023
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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
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
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
author2 57159693200
author_facet 57159693200
Roslan R.
Omar R.C.
Putri R.F.
Wahab W.A.
Baharuddin I.N.Z.
Jaafar R.
format Conference Paper
author Roslan R.
Omar R.C.
Putri R.F.
Wahab W.A.
Baharuddin I.N.Z.
Jaafar R.
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
author_sort Roslan R.
title Slope stability analysis using Universal Distinct Element Code (UDEC) method
title_short 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_sort slope stability analysis using universal distinct element code (udec) method
publisher Institute of Physics Publishing
publishDate 2023
_version_ 1806426589684039680
score 13.214268