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مقالات فارسیISIکنفرانسهاژورنالها

An Investigation into Bench Health Monitoring under Blast Loading in Hoek-Brown Failure Criterion using Finite Difference Method

محل انتشار: مجله معدن و محیط زیست، دوره: 13، شماره: 3
سال انتشار: 1401
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 119

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لینک ثابت به این مقاله:
https://civilica.com/doc/1540446

شناسه ملی سند علمی:

JR_JMAE-13-3_016

تاریخ نمایه سازی: 27 مهر 1401

چکیده مقاله:

Blast and stress release create cracks, fractures, and excavation damage zone in the remaining rock mass. Bench health monitoring (BHM) is crucial regarding bench health and safety in blast dynamic loading. Several empirical criteria have been proposed for a quick estimation of different parameters of a rock mass in the zone damaged by the blast. This work estimates the rock mass properties behind the blast hole based on the generalized Hoek-Brown failure criterion and quantitative disturbance factor (D). Considering a constant D value, either zero or one, for the entire rock mass, remarkably alters its strength and stability, resulting in very optimistic or very conservative analyses. Therefore, D is considered based on the elastic damage theory, and numerical simulation is conducted based on the finite difference software FLAC to investigate the vibration and damage threshold by monitoring the peak particle velocity (PPV) in the bench domain with different geometries. According to the numerical simulation, as the depth behind the blast hole increases, the value of D decreases from one to zero almost non-linearly, resulting in a non-linear reduction in the Hoek-Brown behavioral model properties. It is found that using various parameters of rock mass in the blast-induced damage zone behind the hole leads to thoroughly different PPV values than the constant parameters. Accordingly, the approach to using the quantified values of parameter D is of great importance in the estimation of various properties of a rock mass in the blast-induced zone, as well as calculation of the vibration.

کلیدواژه ها:

Disturbance factor ، Hoek-Brown failure criterion ، Peak particle velocity ، plastic zone ، Slope geometry

نویسندگان

Seyed A. Mousavi

Department of Mining Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran

K. Ahangari

Department of Mining Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran

K. Goshtasbi

Department of Mining Engineering, Faculty of Engineering, Tarbiat Modares University, Tehran, Iran

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