Slope stability analysis using Universal Distinct Element Code (UDEC) method

R. Roslan, R. C. Omar, R. F. Putri, W. A. Wahab, I. N.Z. Baharuddin, R. Jaafar

Research output: Contribution to journalConference article

Abstract

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.

Original languageEnglish
Article number012081
JournalIOP Conference Series: Earth and Environmental Science
Volume451
Issue number1
DOIs
Publication statusPublished - 30 Mar 2020
Event3rd International Conference on Environmental Resources Management in Global Region, ICERM 2019 - Yogyakarta, Indonesia
Duration: 14 Nov 2019 → …

All Science Journal Classification (ASJC) codes

  • Environmental Science(all)
  • Earth and Planetary Sciences(all)

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