PREDICTION OF FAR-FIELD MONITORING GROUND VIBRATION INDUCED BY
BLASTING AT KALTIM PRIMA COAL MINE, INDONESIA


                                    Laboratory of Rock Engineering and Mining Machinery   M2   Sugeng Wahyudi


1. Introduction

Drilling and blasting method is still an economical and viable method for rock excavation and displacement in mining industry. The negative effects of blasting are unavoidable and cannot be completely eliminated but certainly minimize up to permissible level to avoid damage to the surrounding environment with the existing structure. Among all negative effects, ground vibration is major concern to the planners, designers and environmentalists. In the certain level of strength and frequency, the ground vibration can sometimes lead to damage of adjacent structure and may disturb the human comfort and health in the nearby blasting area. Hence, when mining operation is done near some important civil structure, prediction and control of ground vibration become critical.

2. Investigation
An observation of blasting induced ground vibration has been conducted for safe coal mine activities near a residential area in Sangatta, Indonesia. A number of researchers have suggested various methods to minimize the ground vibration level during the blasting. Ground vibration is directly related to the quantity of explosive used and distance between blast face to monitoring points as well as geological and geotechnical conditions of the rock units in the working area. Geological and geotechnical conditions and distance blast face to monitoring point cannot be altered but the only factor, i.e. quantity of explosive can be estimated based on certain empirical formulae proposed by the different researchers to produce ground vibrations in a permissible limit. In the present research, few important and widely used predictors, such as USBM equation, Ambresseys-Hendron equation and Langefors-Kihlstrom equation, have been used to predict the peak particle velocity (PPV) and computed results are compared with actual field data. The same input-output data sets have been also used for the prediction by artificial neural network (ANN). The basic idea is to find the scope and suitability of the ANN for prediction of PPV over the widely used vibration predictors.

3. Result
Based on the study, it is established that the feed-forward back-propagation neural network approach seems to be the alternative option and appropriate prediction of PPV to protect surrounding environment and structure beside the predictor equations. The predicted value of PPV from the neural network is closer to the recorded PPV than the one predicted using the predictor equations. It can be inferred that the predictor equations which are developed by attenuation relationship equation are not the only acceptable approach that can be taken into account in predicting the PPV.


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