- Title
- Differential evolution algorithm for predicting blast induced ground vibrations
- Creator
- Saadat, Mahdi; Hasanzade, Ali; Khandelwal, Manoj
- Date
- 2015
- Type
- Text; Journal article
- Identifier
- http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/81492
- Identifier
- vital:8267
- Identifier
-
https://doi.org/10.1016/j.ijrmms.2015.03.020
- Identifier
- ISSN:1365-1609
- Abstract
- 1. Introduction One of the most crucial problems in construction blasting is to predict and then mitigate the ground vibration [1]. Blast-induced ground vibration is considered as one of the most important environmental hazards of mining operations and civil engineering projects. Intense vibration can cause critical damage to structures and plants nearby the open-pit mines, dams, and mine slopes, etc [2] and [3]. Researchers who deals with this undesirable phenomenon take into account various range of parameters in order to mitigate the detrimental effects of blasting. Blast influencing parameters can be divided into two categories [2]: (a) Uncontrollable parameters, such as geological and geotechnical characteristics of the rockmass. (b) Controllable parameters, such as burden, spacing, stemming, sub-drilling, delay time, etc.
- Publisher
- Elsevier Ltd
- Relation
- International Journal of Rock Mechanics and Mining Sciences Vol. 77, no. (2015), p. 97-104
- Rights
- Copyright © 2015 Elsevier Ltd.
- Rights
- Open Access
- Rights
- This metadata is freely available under a CCO license
- Subject
- 0905 Civil Engineering; 0914 Resources Engineering and Extractive Metallurgy; Differential evolution algorithm; Blast-induced ground vibrations; Contruction blasting; Mining; Environmental hazards; Engineering
- Full Text
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